














                                  SURVEY CONTROL DATA
                                
                             STATE=WQ
                             [MAY 17, 2024 21:07:0]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 17, 2024 21:07:02 EDT
 DM7505 ***********************************************************************
 DM7505  TIDAL BM    -  This is a Tidal Bench Mark.
 DM7505  DESIGNATION -  189 0000 L
 DM7505  PID         -  DM7505
 DM7505  STATE/COUNTY-  WQ/
 DM7505  COUNTRY     -  US
 DM7505  USGS QUAD   -  
 DM7505
 DM7505                         *CURRENT SURVEY CONTROL
 DM7505  ______________________________________________________________________
 DM7505* NAD 83(2007) POSITION- 19 17 13.45345(N) 193 22 49.72584(W)   ADJUSTED
 DM7505* NAD 83(2007) ELLIP HT-    21.515 (meters)        (04/30/11)   ADJUSTED
 DM7505* NAD 83(2007) EPOCH   -  2002.00
 DM7505* LMSL    ORTHO HEIGHT -     3.74  (meters)       12.3   (feet) LEVELING
 DM7505  ______________________________________________________________________
 DM7505  GEOID HEIGHT    -         17.627 (meters)                     EGM08
 DM7505  NAD 83(2007) X  - -5,858,908.220 (meters)                     COMP
 DM7505  NAD 83(2007) Y  -  1,393,679.580 (meters)                     COMP
 DM7505  NAD 83(2007) Z  -  2,093,376.187 (meters)                     COMP
 DM7505  HORZ ORDER      -  B
 DM7505  VERT ORDER      -  THIRD ?
 DM7505  ELLP ORDER      -  FIRST     CLASS II
 DM7505
 DM7505.The horizontal coordinates were established by GPS observations
 DM7505.and adjusted by the National Geodetic Survey in April 2011.
 DM7505
 DM7505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 DM7505.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM7505
 DM7505.The horizontal coordinates are valid at the epoch date displayed above
 DM7505.which is a decimal equivalence of Year/Month/Day.
 DM7505
 DM7505.The orthometric height was determined by differential leveling.
 DM7505.The vertical network tie was performed by a horz. field party for horz.
 DM7505.obs reductions. Reset procedures were used to establish the elevation.
 DM7505
 DM7505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7505
 DM7505.This Tidal Bench Mark is designated as VM 137
 DM7505.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM7505
 DM7505.Click photographs - Photos may exist for this station.
 DM7505
 DM7505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM7505
 DM7505.The ellipsoidal height was determined by GPS observations
 DM7505.and is referenced to NAD 83.
 DM7505
 DM7505. The following values were computed from the NAD 83(2007) position.
 DM7505
 DM7505;                    North         East     Units Scale Factor Converg.
 DM7505;UTM  58      - 2,133,386.216   670,177.771   MT  0.99995799   +0 32 06.2
 DM7505
 DM7505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7505!UTM  58      -   0.99999662  x   0.99995799  =   0.99995461
 DM7505
 DM7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 58QFG7017733386(NAD 83)
 DM7505
 DM7505                          SUPERSEDED SURVEY CONTROL
 DM7505
 DM7505.No superseded survey control is available for this station.
 DM7505
 DM7505_MARKER: DD = SURVEY DISK
 DM7505_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DM7505_STAMPING: 0000 L 1980
 DM7505_MARK LOGO: NOS
 DM7505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7505+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2010
 DM7505
 DM7505  HISTORY     - Date     Condition        Report By
 DM7505  HISTORY     - 1980     MONUMENTED       NOS
 DM7505  HISTORY     - 20101109 GOOD             NOS
 DM7505
 DM7505                          STATION DESCRIPTION
 DM7505
 DM7505'DESCRIBED BY NATIONAL OCEAN SERVICE 2010 (CTK)
 DM7505'MARK IS LOCATED ON WAKE ISLAND, IN THE PACIFIC OCEAN
 DM7505'
 DM7505'TO REACH THE TIDAL BENCH MARKS FROM THE NATIONAL WEATHER SERVICE (NWS)
 DM7505'OFFICE AT THE U.S. ARMY BASE, EXIT THE NWS PARKING LOT.  TURN RIGHT
 DM7505'ONTO WAKE HIGHWAY AND PROCEED AROUND THE RUNWAY UNTIL THE SMALL BOAT
 DM7505'CHANNEL IS REACHED.  THE TIDE HOUSE IS LOCATED AT BUILDING NUMBER
 DM7505'1711, A LIGHT GREEN CONCRETE BLOCK BUILDING LOCATED NEAR THE
 DM7505'NORTHERN-MOST CORNER OF THE SOUTH SEAWALL ALONG THE BOAT CHANNEL.  THE
 DM7505'TIDAL BENCH MARKS ARE LOCATED IN THE VICINITY.
 DM7505'
 DM7505'THE MARK IS A DISK SET IN A 12 M (39.4 FT) X 32 M (105.0 FT) ABANDONED
 DM7505'CONCRETE PAD OVERGROWN WITH VINES, ABOUT 90 M (295.3 FT)
 DM7505'WEST-NORTHWEST OF BENCH MARK TIDAL BENCH MARK 0000 J 1978, 31.24 M
 DM7505'(102.5 FT) NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD TO THE
 DM7505'BOATHOUSE, 29.41 M (96.5 FT) NORTH OF THE NORTH CORNER OF AN ORANGE
 DM7505'UNDERGROUND CABLE STATION COVER, 10.18 M (33.4 FT) SOUTH OF THE
 DM7505'CENTERLINE OF A DIRT ROAD ADJACENT TO THE PAD, 6.83 M (22.4 FT) EAST
 DM7505'OF THE NORTH-MOST OF TWO TALL GREY 3-INCH DIAMETER PVC POSTS, 0.61 M
 DM7505'(2.0 FT) SOUTH OF THE NORTHWEST EDGE OF THE PAD AND 0.46 M (1.5 FT)
 DM7505'EAST OF THE WEST EDGE OF THE PAD.
1    National Geodetic Survey, Retrieval Date = MAY 17, 2024 21:07:02 EDT
 AE4328 ***********************************************************************
 AE4328  DESIGNATION -  AP STA B 1964
 AE4328  PID         -  AE4328
 AE4328  STATE/COUNTY-  WQ/
 AE4328  COUNTRY     -  US
 AE4328  USGS QUAD   -  
 AE4328
 AE4328                         *CURRENT SURVEY CONTROL
 AE4328  ______________________________________________________________________
 AE4328* NAD 83(1986) POSITION- 19 16 44.     (N) 193 20 47.     (W)   SCALED
 AE4328* LMSL    ORTHO HEIGHT -     3.28  (meters)       10.8   (feet) LEVELING
 AE4328  ______________________________________________________________________
 AE4328  GEOID HEIGHT    -         17.729 (meters)                     EGM08
 AE4328  VERT ORDER      -  THIRD ?
 AE4328
 AE4328.The horizontal coordinates were scaled from a map and have
 AE4328.an estimated accuracy of +/- 6 seconds.
 AE4328
 AE4328.The orthometric height was determined by differential leveling.
 AE4328.The vertical network tie was performed by a horz. field party for horz.
 AE4328.obs reductions. Reset procedures were used to establish the elevation.
 AE4328
 AE4328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4328
 AE4328.Click photographs - Photos may exist for this station.
 AE4328
 AE4328
 AE4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 58QFG737325(NAD 83)
 AE4328
 AE4328                          SUPERSEDED SURVEY CONTROL
 AE4328
 AE4328  UNDT        -  19 16 39.49516(N)    193 20 57.73591(W) AD(       ) 3
 AE4328
 AE4328.Superseded values are not recommended for survey control.
 AE4328
 AE4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4328.See file dsdata.pdf to determine how the superseded data were derived.
 AE4328
 AE4328_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE4328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4328_STAMPING: AP 1964 STA B
 AE4328_MARK LOGO: CGS
 AE4328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4328
 AE4328  HISTORY     - Date     Condition        Report By
 AE4328  HISTORY     - 1964     MONUMENTED       CGS
 AE4328  HISTORY     - 19730519 GOOD             NGS
 AE4328
 AE4328                          STATION DESCRIPTION
 AE4328
 AE4328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (EPC)
 AE4328'THIS STATION IS LOCATED IN THE EASTERN SECTION OF THE WAKE ISLAND
 AE4328'AIRPORT, NEAR RUNWAY END 28.  IT IS 186.95 FT (56.98 M) SOUTH OF THE
 AE4328'CENTERLINE END OF RUNWAY 28, 87.35 FT (26.62 M) SOUTH OF THE SOUTHERLY
 AE4328'THRESHOLD LIGHT, 1, 23.15 FT (7.06 M) SOUTHEAST OF THE CENTER OF A
 AE4328'STEEL MANHOLE COVER.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 AE4328'12 INCH CONCRETE POST FLISH WITH THE GROUND AND STAMPED AP 1964 STA.B.
1    National Geodetic Survey, Retrieval Date = MAY 17, 2024 21:07:02 EDT
 AE4227 ***********************************************************************
 AE4227  DESIGNATION -  ARP
 AE4227  PID         -  AE4227
 AE4227  STATE/COUNTY-  WQ/
 AE4227  COUNTRY     -  US
 AE4227  USGS QUAD   -  
 AE4227
 AE4227                         *CURRENT SURVEY CONTROL
 AE4227  ______________________________________________________________________
 AE4227* NAD 83(1986) POSITION- 19 16 58.     (N) 193 21 38.     (W)   SCALED
 AE4227* LMSL    ORTHO HEIGHT -     2.58  (meters)        8.5   (feet) LEVELING
 AE4227  ______________________________________________________________________
 AE4227  GEOID HEIGHT    -         17.696 (meters)                     EGM08
 AE4227  VERT ORDER      -  THIRD ?
 AE4227
 AE4227.The horizontal coordinates were scaled from a map and have
 AE4227.an estimated accuracy of +/- 6 seconds.
 AE4227
 AE4227.The orthometric height was determined by differential leveling.
 AE4227.The vertical network tie was performed by a horz. field party for horz.
 AE4227.obs reductions. Reset procedures were used to establish the elevation.
 AE4227
 AE4227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE4227
 AE4227.Click photographs - Photos may exist for this station.
 AE4227
 AE4227
 AE4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 58QFG722329(NAD 83)
 AE4227
 AE4227                          SUPERSEDED SURVEY CONTROL
 AE4227
 AE4227  UNDT        -  19 16 53.66783(N)    193 21 48.60589(W) AD(       ) 3
 AE4227
 AE4227.Superseded values are not recommended for survey control.
 AE4227
 AE4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4227.See file dsdata.pdf to determine how the superseded data were derived.
 AE4227
 AE4227_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE4227_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4227_STAMPING: ARP 1964
 AE4227_MARK LOGO: CGS
 AE4227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4227
 AE4227  HISTORY     - Date     Condition        Report By
 AE4227  HISTORY     - 1964     MONUMENTED       CGS
 AE4227  HISTORY     - 19730519 GOOD             NGS
 AE4227
 AE4227                          STATION DESCRIPTION
 AE4227
 AE4227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (EPC)
 AE4227'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE WAKE ISLAND
 AE4227'AIRPORT, ABOUT MIDWAY BETWEEN THE NORTH EDGE OF THE RUNWAY AND SOUTH
 AE4227'EDGE OF THE TAXIWAY AND ABOUT MIDWAY BETWEEN THE 2 - 4 RUNWAY MARKER
 AE4227'BOARDS FACING IN EACH DIRECTION.  IT IS 173.2 FT (52.8 M) NORTHWEST OF
 AE4227'RUNWAY LIGHT 52, 167.1 FT (50.9 M) SOUTH OF THE SOUTH EDGE OF THE
 AE4227'TAXIWAY, 163.5 FT (49.8 M) NORTHEAST OF RUNWAY LIGHT 54, 145.0 FT
 AE4227'(44.2 M) NORTH OF THE NORTH EDGE OF THE RUNWAY.  A STANDARD
 AE4227'TOPOGRAPHIC DISK SET IN A 12 INCH CONCRETE POST FLUSH WITH THE GROUND
 AE4227'AND NEAR THE CENTER OF A TRACK ROAD PARALLELING THE RUNWAY AND STAMPED
 AE4227'ARP 1964.
1    National Geodetic Survey, Retrieval Date = MAY 17, 2024 21:07:02 EDT
 DQ3059 ***********************************************************************
 DQ3059  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ3059  DESIGNATION -  WAKE TG CORS ARP
 DQ3059  CORS_ID     -  WQSL
 DQ3059  PID         -  DQ3059
 DQ3059  STATE/COUNTY-  WQ/
 DQ3059  COUNTRY     -  US
 DQ3059  USGS QUAD   -  
 DQ3059
 DQ3059                         *CURRENT SURVEY CONTROL
 DQ3059  ______________________________________________________________________
 DQ3059* NAD 83(PA11) POSITION- 19 17 25.91432(N) 193 22 57.24706(W)   ADJUSTED
 DQ3059* NAD 83(PA11) ELLIP HT-    22.869 (meters)        (01/??/23)   ADJUSTED
 DQ3059* NAD 83(PA11) EPOCH   -  2010.00
 DQ3059  ______________________________________________________________________
 DQ3059  GEOID HEIGHT    -         17.620 (meters)                     EGM08
 DQ3059  NAD 83(PA11) X  - -5,858,735.509 (meters)                     COMP
 DQ3059  NAD 83(PA11) Y  -  1,393,864.219 (meters)                     COMP
 DQ3059  NAD 83(PA11) Z  -  2,093,738.283 (meters)                     COMP
 DQ3059
 DQ3059.Formal positional accuracy estimates are not available for this CORS
 DQ3059.because its coordinates were determined in part using modeled
 DQ3059.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ3059.and ellipsoid height can be obtained from the short-term time series.
 DQ3059.Additional information regarding modeled velocities is available on
 DQ3059.the CORS Coordinates for MYCS2 web page:
 DQ3059.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ3059
 DQ3059.The coordinates were established by GPS observations
 DQ3059.and adjusted by the National Geodetic Survey in January 2023.
 DQ3059
 DQ3059.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DQ3059.been affixed to the stable Pacific Tectonic Plate. 
 DQ3059
 DQ3059.The coordinates are valid at the epoch date displayed above
 DQ3059.which is a decimal equivalence of Year/Month/Day.
 DQ3059
 DQ3059.Due to the release of the International GNSS Service (IGS) 2014
 DQ3059.realization of the International Terrestrial Reference Frame of 2014
 DQ3059.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ3059.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ3059.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ3059.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ3059.currently published epoch of 2010.00.
 DQ3059
 DQ3059.Additional information on MYCS2 is available at
 DQ3059.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ3059
 DQ3059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3059
 DQ3059.The PID for the CORS L1 Phase Center is DQ3060.
 DQ3059
 DQ3059.Click photographs - Photos may exist for this station.
 DQ3059
 DQ3059.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ3059
 DQ3059.The ellipsoidal height was determined by GPS observations
 DQ3059.and is referenced to NAD 83.
 DQ3059
 DQ3059. The following values were computed from the NAD 83(PA11) position.
 DQ3059
 DQ3059;                    North         East     Units Scale Factor Converg.
 DQ3059;UTM  58      - 2,133,767.290   669,954.617   MT  0.99995705   +0 32 04.1
 DQ3059
 DQ3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3059!UTM  58      -   0.99999641  x   0.99995705  =   0.99995346
 DQ3059
 DQ3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 58QFG6995433767(NAD 83)
 DQ3059
 DQ3059                          SUPERSEDED SURVEY CONTROL
 DQ3059
 DQ3059  NAD 83(PA11)-  19 17 25.88677(N)    193 22 57.20270(W) AD(2010.00) c
 DQ3059  ELLIP H (08/??/21)   22.902  (m)                       GP(2010.00) c c
 DQ3059  NAD 83(PA11)-  19 17 25.88682(N)    193 22 57.20272(W) AD(2010.00) c
 DQ3059  ELLIP H (09/??/17)   22.928  (m)                       GP(2010.00) c c
 DQ3059  NAD 83(PA11)-  19 17 25.91437(N)    193 22 57.24709(W) AD(2010.00) c
 DQ3059  ELLIP H (08/??/16)   22.869  (m)                       GP(2010.00) c c
 DQ3059
 DQ3059.Superseded values are not recommended for survey control.
 DQ3059
 DQ3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3059.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3059
 DQ3059_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ3059
 DQ3059                          STATION DESCRIPTION
 DQ3059
 DQ3059'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DQ3059'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ3059'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ3059'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ3059'https://geodesy.noaa.gov/CORS/data.shtml
 DQ3059'https://geodesy.noaa.gov/CORS

 *** retrieval complete.
