














                                  SURVEY CONTROL DATA
                                
                             STATE=ML
                             [FEBRUARY 13, 2026 23]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DK3433 ***********************************************************************
 DK3433  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3433  DESIGNATION -  182 0000 TIDAL 12
 DK3433  PID         -  DK3433
 DK3433  STATE/COUNTY-  ML/KWAJALEIN
 DK3433  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DK3433  USGS QUAD   -  
 DK3433
 DK3433                         *CURRENT SURVEY CONTROL
 DK3433  ______________________________________________________________________
 DK3433* NAD 83(PA11) POSITION- 08 43 55.21517(N) 192 15 55.94752(W)   ADJUSTED
 DK3433* NAD 83(PA11) ELLIP HT-    31.496 (meters)        (06/27/12)   ADJUSTED
 DK3433* NAD 83(PA11) EPOCH   -  2010.00
 DK3433* LMSL    ORTHO HEIGHT -     1.37  (meters)        4.5   (feet) LEVELING
 DK3433  ______________________________________________________________________
 DK3433  GEOID HEIGHT    -         30.941 (meters)                     EGM08
 DK3433  NAD 83(PA11) X  - -6,160,812.337 (meters)                     COMP
 DK3433  NAD 83(PA11) Y  -  1,339,393.429 (meters)                     COMP
 DK3433  NAD 83(PA11) Z  -    961,880.711 (meters)                     COMP
 DK3433  VERT ORDER      -  THIRD ?
 DK3433
 DK3433  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK3433  Standards:
 DK3433         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK3433            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK3433  -------------------------------------------------------------------
 DK3433  NETWORK    1.52   3.70           0.58   0.66   1.89      0.09489090
 DK3433  -------------------------------------------------------------------
 DK3433  Click here for local accuracies and other accuracy information.
 DK3433
 DK3433.The horizontal coordinates were established by GPS observations
 DK3433.and adjusted by the National Geodetic Survey in June 2012.
 DK3433
 DK3433.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DK3433.been affixed to the stable Pacific tectonic plate. 
 DK3433
 DK3433.The horizontal coordinates are valid at the epoch date displayed above
 DK3433.which is a decimal equivalence of Year/Month/Day.
 DK3433
 DK3433.The orthometric height was determined by differential leveling.
 DK3433.The vertical network tie was performed by a horz. field party for horz.
 DK3433.obs reductions. Reset procedures were used to establish the elevation.
 DK3433
 DK3433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3433
 DK3433.This Tidal Bench Mark is designated as VM 125
 DK3433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3433
 DK3433.Click photographs - Photos may exist for this station.
 DK3433
 DK3433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3433
 DK3433.The ellipsoidal height was determined by GPS observations
 DK3433.and is referenced to NAD 83.
 DK3433
 DK3433. The following values were computed from the NAD 83(PA11) position.
 DK3433
 DK3433;                    North         East     Units Scale Factor Converg.
 DK3433;UTM  58      -   966,314.141   800,882.939   MT  1.00072051   +0 24 55.6
 DK3433
 DK3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3433!UTM  58      -   0.99999505  x   1.00072051  =   1.00071555
 DK3433
 DK3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0088266314(NAD 83)
 DK3433
 DK3433                          SUPERSEDED SURVEY CONTROL
 DK3433
 DK3433  NAD 83(2002)-  08 43 55.21502(N)    192 15 55.94760(W) AD(2002.00) B
 DK3433  ELLIP H (10/30/07)   31.517  (m)                       GP(2002.00) 4 1
 DK3433
 DK3433.Superseded values are not recommended for survey control.
 DK3433
 DK3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3433.See file dsdata.pdf to determine how the superseded data were derived.
 DK3433
 DK3433_MARKER: DJ = TIDAL STATION DISK
 DK3433_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK3433_SP_SET: CONCRETE PILE CAP
 DK3433_STAMPING: NO 12 1959
 DK3433_MARK LOGO: CGS
 DK3433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3433+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2013
 DK3433
 DK3433  HISTORY     - Date     Condition        Report By
 DK3433  HISTORY     - 1959     MONUMENTED       CGS
 DK3433  HISTORY     - 20000915 GOOD             NOS
 DK3433  HISTORY     - 20131113 GOOD             USGSPC
 DK3433
 DK3433                          STATION DESCRIPTION
 DK3433
 DK3433'DESCRIBED BY NATIONAL OCEAN SERVICE 2000 (CC)
 DK3433'STATION IS LOCATED ON KWAJALEIN ATOLL, MARSHALL ISLANDS
 DK3433
 DK3433                          STATION RECOVERY (2013)
 DK3433
 DK3433'RECOVERY NOTE BY USGS PACIFIC COASTAL MARINE SC 2013 (JL)
 DK3433'TEXT FROM CO-OPS LISTING. THE BENCH MARK IS A DISK SET ON TOP OF A
 DK3433'CONCRETE PILE CAP AT THE INNER CORNER OF THE L IN MAIN CONCRETE PIER,
 DK3433'3.96 M (13.0 FT) NE OF THE TIDE HOUSE, 0.76 M (2.5 FT) NE OF THE
 DK3433'CORNER, AND 0.46 M (1.5 FT) FROM CONCRETE FACE OF PIER. NOTE: PILE CAP
 DK3433'IS SEVERELY CRACKED FROM RECENT TROPICAL STORM WAVE ACTION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DK7537 ***********************************************************************
 DK7537  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7537  DESIGNATION -  182 0000 TIDAL 8
 DK7537  PID         -  DK7537
 DK7537  STATE/COUNTY-  ML/KWAJALEIN
 DK7537  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DK7537  USGS QUAD   -  
 DK7537
 DK7537                         *CURRENT SURVEY CONTROL
 DK7537  ______________________________________________________________________
 DK7537* NAD 83(PA11) POSITION- 08 43 57.49798(N) 192 15 48.09291(W)   ADJUSTED
 DK7537* NAD 83(PA11) ELLIP HT-    31.485 (meters)        (06/27/12)   ADJUSTED
 DK7537* NAD 83(PA11) EPOCH   -  2010.00
 DK7537* LMSL    ORTHO HEIGHT -     1.40  (meters)        4.6   (feet) LEVELING
 DK7537  ______________________________________________________________________
 DK7537  GEOID HEIGHT    -         30.928 (meters)                     EGM08
 DK7537  NAD 83(PA11) X  - -6,160,852.922 (meters)                     COMP
 DK7537  NAD 83(PA11) Y  -  1,339,156.559 (meters)                     COMP
 DK7537  NAD 83(PA11) Z  -    961,950.029 (meters)                     COMP
 DK7537  VERT ORDER      -  THIRD ?
 DK7537
 DK7537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7537  Standards:
 DK7537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7537  -------------------------------------------------------------------
 DK7537  NETWORK   11.20  16.99           2.85   5.34   8.67     -0.49299130
 DK7537  -------------------------------------------------------------------
 DK7537  Click here for local accuracies and other accuracy information.
 DK7537
 DK7537.The horizontal coordinates were established by GPS observations
 DK7537.and adjusted by the National Geodetic Survey in June 2012.
 DK7537
 DK7537.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DK7537.been affixed to the stable Pacific tectonic plate. 
 DK7537
 DK7537.The horizontal coordinates are valid at the epoch date displayed above
 DK7537.which is a decimal equivalence of Year/Month/Day.
 DK7537
 DK7537.The orthometric height was determined by differential leveling.
 DK7537.The vertical network tie was performed by a horz. field party for horz.
 DK7537.obs reductions. Reset procedures were used to establish the elevation.
 DK7537
 DK7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7537
 DK7537.This Tidal Bench Mark is designated as VM 122
 DK7537.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7537
 DK7537.Click photographs - Photos may exist for this station.
 DK7537
 DK7537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7537
 DK7537.The ellipsoidal height was determined by GPS observations
 DK7537.and is referenced to NAD 83.
 DK7537
 DK7537. The following values were computed from the NAD 83(PA11) position.
 DK7537
 DK7537;                    North         East     Units Scale Factor Converg.
 DK7537;UTM  58      -   966,386.065   801,122.681   MT  1.00072230   +0 24 56.9
 DK7537
 DK7537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7537!UTM  58      -   0.99999505  x   1.00072230  =   1.00071734
 DK7537
 DK7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0112266386(NAD 83)
 DK7537
 DK7537                          SUPERSEDED SURVEY CONTROL
 DK7537
 DK7537  NAD 83(2002)-  08 43 57.51071(N)    192 15 48.12239(W) AD(2002.00) B
 DK7537  ELLIP H (11/19/08)   31.607  (m)                       GP(2002.00) 1 2
 DK7537
 DK7537.Superseded values are not recommended for survey control.
 DK7537
 DK7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7537.See file dsdata.pdf to determine how the superseded data were derived.
 DK7537
 DK7537_MARKER: DJ = TIDAL STATION DISK
 DK7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7537_SP_SET: CONCRETE BULKHEAD
 DK7537_STAMPING: NO 8 1951
 DK7537_MARK LOGO: CGS
 DK7537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7537+STABILITY: SURFACE MOTION
 DK7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7537+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2025
 DK7537
 DK7537  HISTORY     - Date     Condition        Report By
 DK7537  HISTORY     - 1951     MONUMENTED       CGS
 DK7537  HISTORY     - 20080805 GOOD             NGS
 DK7537  HISTORY     - 20131110 GOOD             USGSPC
 DK7537  HISTORY     - 20250802 GOOD             USACE
 DK7537
 DK7537                          STATION DESCRIPTION
 DK7537
 DK7537'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (EEC)
 DK7537'THE MARK IS LOCATED ON THE ISLAND OF KWAJALEIN IN THE MARSHALL
 DK7537'ISLANDS.
 DK7537'
 DK7537'TO REACH THE MARK FROM THE AIRPORT PROCEED NORTH ON THE OCEAN ROAD FOR
 DK7537'APPROXIMATELY 0.6 KM (0.4 MI) TURN WEST ONTO SIXTH STREET AND HEAD
 DK7537'TOWARD ECHO PIER.  THE TIDAL BENCH MARK ARE LOCATED ON THE EAST AND IN
 DK7537'THE VICINITY OF ECHO PIER.
 DK7537'
 DK7537'THE MARK IS SET FLUSH IN THE FORMER CONCRETE BULKHEAD FORMING THE
 DK7537'NORTH SIDE OF THE MAIN PIER, 79.86 M (262.0 FT) WEST OF THE CENTERLINE
 DK7537'OF PALM ROAD, 25.69 M (84.3 FT) EAST OF THE BENCH MARK 5 1948, 8.6 M
 DK7537'(28.2 FT) WEST OF THE EASTERN SECURITY GATE, 4.42 M (14.5 FT) NORTH OF
 DK7537'THE CENTERLINE OF SIXTH STREET, 0.52 M (1.7 FT) SOUTH OF THE
 DK7537'CHAIN-LINK FENCE UNDER WITNESS SIGN.  MARK IS LEVEL WITH THE ROAD.
 DK7537
 DK7537                          STATION RECOVERY (2013)
 DK7537
 DK7537'RECOVERY NOTE BY USGS PACIFIC COASTAL MARINE SC 2013 (JL)
 DK7537'RECOVERED IN GOOD CONDITION.
 DK7537
 DK7537                          STATION RECOVERY (2025)
 DK7537
 DK7537'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2025 (AK)
 DK7537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 AA4433 ***********************************************************************
 AA4433  DESIGNATION -  DALAP
 AA4433  PID         -  AA4433
 AA4433  STATE/COUNTY-  ML/MAJURO
 AA4433  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AA4433  USGS QUAD   -  
 AA4433
 AA4433                         *CURRENT SURVEY CONTROL
 AA4433  ______________________________________________________________________
 AA4433* NAD 83(PA11) POSITION- 07 05 19.55893(N) 188 37 16.75461(W)   ADJUSTED
 AA4433* NAD 83(PA11) ELLIP HT-    30.111 (meters)        (06/27/12)   ADJUSTED
 AA4433* NAD 83(PA11) EPOCH   -  2010.00
 AA4433* LMSL    ORTHO HEIGHT -     3.0   (meters)       10.    (feet) GPS OBS
 AA4433  ______________________________________________________________________
 AA4433  LMSL orthometric height was determined with geoid model       OSU 91A
 AA4433  GEOID HEIGHT    -          26.51 (meters)                     OSU 91A
 AA4433  GEOID HEIGHT    -         28.828 (meters)                     EGM08
 AA4433  NAD 83(PA11) X  - -6,258,214.252 (meters)                     COMP
 AA4433  NAD 83(PA11) Y  -    948,848.105 (meters)                     COMP
 AA4433  NAD 83(PA11) Z  -    781,880.589 (meters)                     COMP
 AA4433
 AA4433  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4433  Standards:
 AA4433         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4433            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4433  -------------------------------------------------------------------
 AA4433  NETWORK   10.16  11.80           1.24   5.14   6.02     -0.23732590
 AA4433  -------------------------------------------------------------------
 AA4433  Click here for local accuracies and other accuracy information.
 AA4433
 AA4433.The horizontal coordinates were established by GPS observations
 AA4433.and adjusted by the National Geodetic Survey in June 2012.
 AA4433
 AA4433.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AA4433.been affixed to the stable Pacific tectonic plate. 
 AA4433
 AA4433.The horizontal coordinates are valid at the epoch date displayed above
 AA4433.which is a decimal equivalence of Year/Month/Day.
 AA4433
 AA4433.The orthometric height was determined by GPS observations and a
 AA4433.high-resolution geoid model.
 AA4433
 AA4433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4433
 AA4433.Click photographs - Photos may exist for this station.
 AA4433
 AA4433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4433
 AA4433.The ellipsoidal height was determined by GPS observations
 AA4433.and is referenced to NAD 83.
 AA4433
 AA4433. The following values were computed from the NAD 83(PA11) position.
 AA4433
 AA4433;                    North         East     Units Scale Factor Converg.
 AA4433;UTM  59      -   783,578.753   541,817.858   MT  0.99962164   +0 02 48.2
 AA4433
 AA4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4433!UTM  59      -   0.99999526  x   0.99962164  =   0.99961691
 AA4433
 AA4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4181783578(NAD 83)
 AA4433
 AA4433                          SUPERSEDED SURVEY CONTROL
 AA4433
 AA4433  NAD 83(1993)-  07 05 19.56495(N)    188 37 16.74357(W) AD(1993.62) 1
 AA4433  ELLIP H (11/30/94)   30.653  (m)                       GP(1993.62) 5 1
 AA4433
 AA4433.Superseded values are not recommended for survey control.
 AA4433
 AA4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4433.See file dsdata.pdf to determine how the superseded data were derived.
 AA4433
 AA4433_MARKER: DD = SURVEY DISK
 AA4433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4433_SP_SET: SIDEWALK
 AA4433_STAMPING: DALAP 1968
 AA4433_MARK LOGO: USGS
 AA4433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4433+STABILITY: SURFACE MOTION
 AA4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4433+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4433
 AA4433  HISTORY     - Date     Condition        Report By
 AA4433  HISTORY     - 1968     MONUMENTED       USGS
 AA4433  HISTORY     - 19930804 GOOD             NOS
 AA4433
 AA4433                          STATION DESCRIPTION
 AA4433
 AA4433'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4433'THE STATION IS LOCATED IN DELAP COMMUNITY, MAJURO ATOLL, REPUBLIC OF
 AA4433'THE MARSHALL ISLANDS, AT THE WEATHER SERVICE OFFICE.  THE STATION IS
 AA4433'APPROXIMATELY 45.5 M (149.3 FT) EAST OF THE WEATHER SERVICE BUILDING,
 AA4433'8 M (26.2 FT) NNE OF THE ANEMOMETER, 4.3 M (14.1 FT) ENE OF THE CENTER
 AA4433'OF THE OLD RAIN GUAGE, AND 1.5 M (4.9 FT) W OF A FENCE. TO REACH THE
 AA4433'STATION FROM THE MAIN POST OFFICE IN MAJURO, TRAVEL SE ON THE ULIGA
 AA4433'HIGHWAY FOR 1.6 MI (2.6 KM) TO A BEND IN THE ROAD, CONTINUE W FOR .1
 AA4433'MI (0.2 KM) TO THE WEATHER SERVICE OFFICE AND THE STATION ON THE
 AA4433'RIGHT. THE STATION IS A USGS ALUMINUM DISK CEMENTED IN A DRILL HOLE IN
 AA4433'AN ANGLE IN THE CONCRETE SIDEWALK AND IS STAMPED -DALAP 1968-.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 AN7336 ***********************************************************************
 AN7336  CORS        -  This is a GPS Continuously Operating Reference Station.
 AN7336  DESIGNATION -  KWAJALEIN ATOLL CORS ARP
 AN7336  CORS_ID     -  KWJ1
 AN7336  PID         -  AN7336
 AN7336  STATE/COUNTY-  ML/KWAJALEIN
 AN7336  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AN7336  USGS QUAD   -  
 AN7336
 AN7336                         *CURRENT SURVEY CONTROL
 AN7336  ______________________________________________________________________
 AN7336* NAD 83(PA11) POSITION- 08 43 19.90629(N) 192 16 11.06793(W)   ADJUSTED
 AN7336* NAD 83(PA11) ELLIP HT-    36.894 (meters)        (04/??/25)   ADJUSTED
 AN7336* NAD 83(PA11) EPOCH   -  2010.00
 AN7336  ______________________________________________________________________
 AN7336  GEOID HEIGHT    -         30.867 (meters)                     EGM08
 AN7336  NAD 83(PA11) X  - -6,160,880.181 (meters)                     COMP
 AN7336  NAD 83(PA11) Y  -  1,339,881.160 (meters)                     COMP
 AN7336  NAD 83(PA11) Z  -    960,809.317 (meters)                     COMP
 AN7336
 AN7336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AN7336  Standards:
 AN7336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AN7336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AN7336  -------------------------------------------------------------------
 AN7336  NETWORK    1.20   4.01           0.42   0.55   2.05      0.00445900
 AN7336  -------------------------------------------------------------------
 AN7336
 AN7336.The coordinates were established by GPS observations
 AN7336.and adjusted by the National Geodetic Survey in April 2025.
 AN7336
 AN7336.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AN7336.been affixed to the stable Pacific Tectonic Plate. 
 AN7336
 AN7336.The coordinates are valid at the epoch date displayed above
 AN7336.which is a decimal equivalence of Year/Month/Day.
 AN7336
 AN7336.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AN7336.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AN7336.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AN7336.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AN7336.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AN7336.published epoch of 2010.00.
 AN7336
 AN7336.Additional information on MYCS is available at:
 AN7336.https://geodesy.noaa.gov/CORS/index.shtml
 AN7336
 AN7336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AN7336
 AN7336.The PID for the CORS L1 Phase Center is AN7338.
 AN7336
 AN7336.Click photographs - Photos may exist for this station.
 AN7336
 AN7336.The XYZ, and position/ellipsoidal ht. are equivalent.
 AN7336
 AN7336.The ellipsoidal height was determined by GPS observations
 AN7336.and is referenced to NAD 83.
 AN7336
 AN7336. The following values were computed from the NAD 83(PA11) position.
 AN7336
 AN7336;                    North         East     Units Scale Factor Converg.
 AN7336;UTM  58      -   965,225.275   800,428.302   MT  1.00071713   +0 24 51.6
 AN7336
 AN7336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN7336!UTM  58      -   0.99999420  x   1.00071713  =   1.00071132
 AN7336
 AN7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7336
 AN7336                          SUPERSEDED SURVEY CONTROL
 AN7336
 AN7336  NAD 83(PA11)-  08 43 19.90632(N)    192 16 11.06796(W) AD(2010.00) c
 AN7336  ELLIP H (05/??/20)   36.895  (m)                       GP(2010.00) c c
 AN7336  NAD 83(PA11)-  08 43 19.90629(N)    192 16 11.06798(W) AD(2010.00) c
 AN7336  ELLIP H (06/??/19)   36.896  (m)                       GP(2010.00) c c
 AN7336  NAD 83(PA11)-  08 43 19.90649(N)    192 16 11.06799(W) AD(2010.00) c
 AN7336  ELLIP H (08/??/11)   36.895  (m)                       GP(2010.00) c c
 AN7336  NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W) AD(2002.00) c
 AN7336  ELLIP H (10/??/02)   36.916  (m)                       GP(2002.00) c c
 AN7336  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) c
 AN7336  ELLIP H (05/??/02)   36.858  (m)                       GP(1993.62) c c
 AN7336
 AN7336.Superseded values are not recommended for survey control.
 AN7336
 AN7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7336.See file dsdata.pdf to determine how the superseded data were derived.
 AN7336
 AN7336_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AN7336
 AN7336                          STATION DESCRIPTION
 AN7336
 AN7336'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AN7336'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AN7336'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AN7336'AND LOG FILES ACCESSIBLE AT:
 AN7336'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 AN7340 ***********************************************************************
 AN7340  CORS        -  This is a GPS Continuously Operating Reference Station.
 AN7340  DESIGNATION -  KWAJALEIN CORS MON
 AN7340  CORS_ID     -  KWJ1
 AN7340  PID         -  AN7340
 AN7340  STATE/COUNTY-  ML/KWAJALEIN
 AN7340  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AN7340  USGS QUAD   -  
 AN7340
 AN7340                         *CURRENT SURVEY CONTROL
 AN7340  ______________________________________________________________________
 AN7340* NAD 83(PA11) POSITION- 08 43 19.90629(N) 192 16 11.06793(W)   ADJUSTED
 AN7340* NAD 83(PA11) ELLIP HT-    36.831 (meters)        (04/??/25)   ADJUSTED
 AN7340* NAD 83(PA11) EPOCH   -  2010.00
 AN7340  ______________________________________________________________________
 AN7340  GEOID HEIGHT    -         30.867 (meters)                     EGM08
 AN7340  NAD 83(PA11) X  - -6,160,880.120 (meters)                     COMP
 AN7340  NAD 83(PA11) Y  -  1,339,881.147 (meters)                     COMP
 AN7340  NAD 83(PA11) Z  -    960,809.308 (meters)                     COMP
 AN7340
 AN7340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AN7340  Standards:
 AN7340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AN7340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AN7340  -------------------------------------------------------------------
 AN7340  NETWORK    1.20   4.01           0.42   0.55   2.05      0.00445900
 AN7340  -------------------------------------------------------------------
 AN7340
 AN7340.The horizontal coordinates were established by GPS observations
 AN7340.and adjusted by the National Geodetic Survey in April 2025.
 AN7340
 AN7340.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AN7340.been affixed to the stable Pacific Tectonic Plate. 
 AN7340
 AN7340.The horizontal coordinates are valid at the epoch date displayed above
 AN7340.which is a decimal equivalence of Year/Month/Day.
 AN7340
 AN7340.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AN7340.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AN7340.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AN7340.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AN7340.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AN7340.published epoch of 2010.00.
 AN7340
 AN7340.Additional information on MYCS is available at:
 AN7340.https://geodesy.noaa.gov/CORS/index.shtml
 AN7340
 AN7340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AN7340
 AN7340.Click photographs - Photos may exist for this station.
 AN7340
 AN7340.The XYZ, and position/ellipsoidal ht. are equivalent.
 AN7340
 AN7340.The ellipsoidal height was determined by GPS observations
 AN7340.and is referenced to NAD 83.
 AN7340
 AN7340. The following values were computed from the NAD 83(PA11) position.
 AN7340
 AN7340;                    North         East     Units Scale Factor Converg.
 AN7340;UTM  58      -   965,225.275   800,428.302   MT  1.00071713   +0 24 51.6
 AN7340
 AN7340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN7340!UTM  58      -   0.99999421  x   1.00071713  =   1.00071133
 AN7340
 AN7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7340
 AN7340                          SUPERSEDED SURVEY CONTROL
 AN7340
 AN7340  NAD 83(PA11)-  08 43 19.90632(N)    192 16 11.06796(W) AD(2010.00) A
 AN7340  ELLIP H (05/??/20)   36.832  (m)                       GP(2010.00) 4 1
 AN7340  NAD 83(PA11)-  08 43 19.90629(N)    192 16 11.06798(W) AD(2010.00) A
 AN7340  ELLIP H (06/??/19)   36.833  (m)                       GP(2010.00) 4 1
 AN7340  NAD 83(PA11)-  08 43 19.90649(N)    192 16 11.06799(W) AD(2010.00) A
 AN7340  ELLIP H (08/??/11)   36.832  (m)                       GP(2010.00) 4 1
 AN7340  NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W) AD(2002.00) A
 AN7340  ELLIP H (10/??/02)   36.853  (m)                       GP(2002.00) 4 1
 AN7340  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) A
 AN7340  ELLIP H (05/??/02)   36.795  (m)                       GP(1993.62) 4 1
 AN7340
 AN7340.Superseded values are not recommended for survey control.
 AN7340
 AN7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7340.See file dsdata.pdf to determine how the superseded data were derived.
 AN7340
 AN7340_STAMPING: UNKNOWN
 AN7340
 AN7340                          STATION DESCRIPTION
 AN7340
 AN7340'THIS MONUMENT IS ASSOCIATED WITH STATION 'KWJ1'
 AN7340'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 AN7340'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 AN7340'AND LOG FILES ACCESSIBLE AT:
 AN7340'https://geodesy.noaa.gov/CORS/index.shtml
 AN7340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 AA4435 ***********************************************************************
 AA4435  SACS        -  This is a Secondary Airport Control Station.
 AA4435  DESIGNATION -  MAJ B
 AA4435  PID         -  AA4435
 AA4435  STATE/COUNTY-  ML/MAJURO
 AA4435  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AA4435  USGS QUAD   -  
 AA4435
 AA4435                         *CURRENT SURVEY CONTROL
 AA4435  ______________________________________________________________________
 AA4435* NAD 83(PA11) POSITION- 07 04 04.17258(N) 188 43 02.70642(W)   ADJUSTED
 AA4435* NAD 83(PA11) ELLIP HT-    30.367 (meters)        (02/24/16)   ADJUSTED
 AA4435* NAD 83(PA11) EPOCH   -  2010.00
 AA4435* LMSL    ORTHO HEIGHT -     1.59  (meters)        5.2   (feet) GPS OBS
 AA4435  ______________________________________________________________________
 AA4435  GEOID HEIGHT    -         29.175 (meters)                     EGM08
 AA4435  NAD 83(PA11) X  - -6,256,896.350 (meters)                     COMP
 AA4435  NAD 83(PA11) Y  -    959,386.469 (meters)                     COMP
 AA4435  NAD 83(PA11) Z  -    779,582.409 (meters)                     COMP
 AA4435
 AA4435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4435  Standards:
 AA4435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4435  -------------------------------------------------------------------
 AA4435  NETWORK    0.99   1.76           0.30   0.47   0.90      0.00072885
 AA4435  -------------------------------------------------------------------
 AA4435  Click here for local accuracies and other accuracy information.
 AA4435
 AA4435.This mark is at Marshal Islands International Airport  (MAJ)
 AA4435
 AA4435.The horizontal coordinates were established by GPS observations
 AA4435.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 AA4435
 AA4435.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AA4435.been affixed to the stable Pacific tectonic plate. 
 AA4435
 AA4435.The horizontal coordinates are valid at the epoch date displayed above
 AA4435.which is a decimal equivalence of Year/Month/Day.
 AA4435
 AA4435.The orthometric height was determined by GPS observations and a
 AA4435.high-resolution geoid model.
 AA4435
 AA4435.GPS derived orthometric heights for airport stations designated as
 AA4435.PACS or SACS are published to 2 decimal places.  This maintains
 AA4435.centimeter relative accuracy between the PACS and SACS.  It does
 AA4435.not indicate centimeter accuracy relative to other marks which are
 AA4435.part of the published vertical control network.
 AA4435
 AA4435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4435
 AA4435.Click photographs - Photos may exist for this station.
 AA4435
 AA4435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4435
 AA4435.The ellipsoidal height was determined by GPS observations
 AA4435.and is referenced to NAD 83.
 AA4435
 AA4435. The following values were computed from the NAD 83(PA11) position.
 AA4435
 AA4435;                    North         East     Units Scale Factor Converg.
 AA4435;UTM  59      -   781,256.243   531,207.018   MT  0.99961205   +0 02 05.2
 AA4435
 AA4435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4435!UTM  59      -   0.99999522  x   0.99961205  =   0.99960728
 AA4435
 AA4435:                Primary Azimuth Mark                     Grid Az
 AA4435:UTM  59      -  MAJ A                                    246 53 35.3
 AA4435
 AA4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH3120781256(NAD 83)
 AA4435
 AA4435|---------------------------------------------------------------------|
 AA4435| PID    Reference Object                     Distance      Geod. Az  |
 AA4435|                                                           dddmmss.s |
 AA4435| AA4434 MAJ A                               467.649 METERS 2465540.5 |
 AA4435| DQ2174 MAJ D                               467.607 METERS 2465501.6 |
 AA4435|---------------------------------------------------------------------|
 AA4435
 AA4435                          SUPERSEDED SURVEY CONTROL
 AA4435
 AA4435  NAD 83(PA11)-  07 04 04.17113(N)    188 43 02.71012(W) AD(2010.00) 0
 AA4435  ELLIP H (06/27/12)   30.488  (m)                       GP(2010.00)    
 AA4435  NAD 83(1993)-  07 04 04.17716(N)    188 43 02.69906(W) AD(1993.62) 1
 AA4435  ELLIP H (11/30/94)   31.032  (m)                       GP(1993.62) 5 1
 AA4435  LMSL    (11/30/94)    3.3    (m)  OSU 91A  model used  GPS OBS        
 AA4435
 AA4435.Superseded values are not recommended for survey control.
 AA4435
 AA4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4435.See file dsdata.pdf to determine how the superseded data were derived.
 AA4435
 AA4435_MARKER: DD = SURVEY DISK
 AA4435_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4435+WITH SETTING: PAVEMENT
 AA4435_SP_SET: CONCRETE PAD
 AA4435_STAMPING: MAJ B 1993
 AA4435_MARK LOGO: NOS
 AA4435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4435+STABILITY: SURFACE MOTION
 AA4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4435+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2015
 AA4435
 AA4435  HISTORY     - Date     Condition        Report By
 AA4435  HISTORY     - 1993     MONUMENTED       NOS
 AA4435  HISTORY     - 1995     GOOD             NOS
 AA4435  HISTORY     - 20100414 GOOD             INDIV
 AA4435  HISTORY     - 20150620 GOOD             WOOLPT
 AA4435
 AA4435                          STATION DESCRIPTION
 AA4435
 AA4435'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4435'THE STATION IS LOCATED ON MAJURO ATOLL, REPUBLIC OF THE MARSHALL
 AA4435'ISLANDS, AT THE MARSHALL ISLANDS INTERNATIONAL AIRPORT. THE STATION IS
 AA4435'EAST OF THE TERMINAL RAMP AND NW OF RUNWAY END 25.  IT IS 90 FT (27.4
 AA4435'M) NE OF THE NE EDGE OF THE RAMP, 184 FT (56.1 M) S OF AN ANEMOMETER,
 AA4435'16.5 FT (5.0 M) NW OF THE EDGE OF THE BLAST PAD AND 7 FT (2.1 M) NW OF
 AA4435'THE MOST NORTHWESTERLY RUNWAY THRESHOLD LIGHT. THE STATION IS A
 AA4435'STANDARD NOS DISK SET IN A DRILL HOLE IN THE NORTH CORNER OF A
 AA4435'CONCRETE ELECTRIC VAULT AND STAMPED -MAJ B 1993-.
 AA4435
 AA4435                          STATION RECOVERY (1995)
 AA4435
 AA4435'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (DAH)
 AA4435'THE STATION IS LOCATION IN THE EAST PART OF THE AIRPORT NEAR RWY END
 AA4435'25.  IT IS 92.4 FT (28.2 M) NNW 0F CL END RWY 25 (MARK WITH A PK NAIL)
 AA4435'AND 6.8 FT (2.1 M) NNW OF THE OUTBOARD THRESHOLD LIGHT.  IT IS AN NOS
 AA4435'DISK STAMPED MAJ B 1993 AND SET IN A DRILLHOLE AT THE NORTHEAST CORNER
 AA4435'OF A CONCRETE MANHOLE WHOSE COVER READS, ELECTRIC.
 AA4435
 AA4435                          STATION RECOVERY (2010)
 AA4435
 AA4435'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AA4435'RECOVERED AS DESCRIBED
 AA4435
 AA4435                          STATION RECOVERY (2015)
 AA4435
 AA4435'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (DMH)
 AA4435'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 AA4435'OF MAJURO, CITY OF MAJURO AND ON THE GROUNDS OF MARSHALL ISLANDS
 AA4435'INTERNATIONAL AIRPORT.  OWNERSHIP--REPUBLIC OF MARSHALL ISLANDS PORT
 AA4435'AUTHORITY, P.O. BOX 109, MAJURO, RMI, 96960.  CONTACT THOMAS MADISON,
 AA4435'MANAGER AT 692-247-3113 TO ARRANGE ACCESS.
 AA4435'
 AA4435'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 AA4435'THE NORTH END OF THE REPUBLIC OF THE MARSHALL ISLANDS CAPITOL
 AA4435'BUILDING, GO WEST ON LAGOON ROAD FOR 7.10 MI (11.4 KM) TO THE EASTERN
 AA4435'SECURITY GATE OF MARSHALL ISLANDS INTERNATIONAL AIRPORT.  TURN LEFT
 AA4435'AND GO SOUTH 0.1 MI (0.2 KM) THROUGH THE GATE, ACROSS THE APRON TO THE
 AA4435'NORTHERN RUNWAY SHOULDER AND THE STATION ON LEFT.
 AA4435'
 AA4435'THE STATION IS A NATIONAL OCEAN SERVICE DISK SET IN THE NORTHEAST
 AA4435'CORNER OF THE CONCRETE PAD AROUND A UTILITY MANHOLE.  IT IS 91.5 FT
 AA4435'(27.9 M) NORTH-NORTHWEST OF A MAG NAIL AND SHINER AT THE CENTERLINE
 AA4435'END OF RUNWAY 25, 65.45 FT (19.9 M) EAST OF THE INSIDE CORNER OF
 AA4435'ASPHALT WHERE THE APRON AND RUNWAY MEET, 58.6 FT (17.9 M) SOUTHEAST OF
 AA4435'THE RIGHT RUNWAY END IDENTIFIER LIGHT FOR RUNWAY 25 AND 6.85 FT (2.1
 AA4435'M) NORTH OF THE NORTHERNMOST THRESHOLD LIGHT FOR RUNWAY 25.  THIS
 AA4435'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 AA4436 ***********************************************************************
 AA4436  SACS        -  This is a Secondary Airport Control Station.
 AA4436  DESIGNATION -  MAJ C
 AA4436  PID         -  AA4436
 AA4436  STATE/COUNTY-  ML/MAJURO
 AA4436  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AA4436  USGS QUAD   -  
 AA4436
 AA4436                         *CURRENT SURVEY CONTROL
 AA4436  ______________________________________________________________________
 AA4436* NAD 83(PA11) POSITION- 07 03 47.98040(N) 188 44 11.42789(W)   ADJUSTED
 AA4436* NAD 83(PA11) ELLIP HT-    30.417 (meters)        (02/24/16)   ADJUSTED
 AA4436* NAD 83(PA11) EPOCH   -  2010.00
 AA4436* LMSL    ORTHO HEIGHT -     1.65  (meters)        5.4   (feet) GPS OBS
 AA4436  ______________________________________________________________________
 AA4436  GEOID HEIGHT    -         29.166 (meters)                     EGM08
 AA4436  NAD 83(PA11) X  - -6,256,636.887 (meters)                     COMP
 AA4436  NAD 83(PA11) Y  -    961,480.334 (meters)                     COMP
 AA4436  NAD 83(PA11) Z  -    779,088.771 (meters)                     COMP
 AA4436
 AA4436  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4436  Standards:
 AA4436         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4436            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4436  -------------------------------------------------------------------
 AA4436  NETWORK    0.99   1.76           0.30   0.47   0.90      0.00073364
 AA4436  -------------------------------------------------------------------
 AA4436  Click here for local accuracies and other accuracy information.
 AA4436
 AA4436.This mark is at Marshal Islands International Airport  (MAJ)
 AA4436
 AA4436.The horizontal coordinates were established by GPS observations
 AA4436.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 AA4436
 AA4436.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AA4436.been affixed to the stable Pacific tectonic plate. 
 AA4436
 AA4436.The horizontal coordinates are valid at the epoch date displayed above
 AA4436.which is a decimal equivalence of Year/Month/Day.
 AA4436
 AA4436.The orthometric height was determined by GPS observations and a
 AA4436.high-resolution geoid model.
 AA4436
 AA4436.GPS derived orthometric heights for airport stations designated as
 AA4436.PACS or SACS are published to 2 decimal places.  This maintains
 AA4436.centimeter relative accuracy between the PACS and SACS.  It does
 AA4436.not indicate centimeter accuracy relative to other marks which are
 AA4436.part of the published vertical control network.
 AA4436
 AA4436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4436
 AA4436.Click photographs - Photos may exist for this station.
 AA4436
 AA4436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4436
 AA4436.The ellipsoidal height was determined by GPS observations
 AA4436.and is referenced to NAD 83.
 AA4436
 AA4436. The following values were computed from the NAD 83(PA11) position.
 AA4436
 AA4436;                    North         East     Units Scale Factor Converg.
 AA4436;UTM  59      -   780,757.781   529,099.149   MT  0.99961048   +0 01 56.6
 AA4436
 AA4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4436!UTM  59      -   0.99999522  x   0.99961048  =   0.99960570
 AA4436
 AA4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH2909980757(NAD 83)
 AA4436
 AA4436                          SUPERSEDED SURVEY CONTROL
 AA4436
 AA4436  NAD 83(PA11)-  07 03 47.97925(N)    188 44 11.43174(W) AD(2010.00) 0
 AA4436  ELLIP H (06/27/12)   30.527  (m)                       GP(2010.00)    
 AA4436  NAD 83(1993)-  07 03 47.98528(N)    188 44 11.42067(W) AD(1993.62) 1
 AA4436  ELLIP H (11/30/94)   31.071  (m)                       GP(1993.62) 5 1
 AA4436  LMSL    (11/30/94)    3.3    (m)  OSU 91A  model used  GPS OBS        
 AA4436
 AA4436.Superseded values are not recommended for survey control.
 AA4436
 AA4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4436.See file dsdata.pdf to determine how the superseded data were derived.
 AA4436
 AA4436_MARKER: DD = SURVEY DISK
 AA4436_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4436+WITH SETTING: PAVEMENT
 AA4436_SP_SET: CONCRETE PAD
 AA4436_STAMPING: MAJ C 1993
 AA4436_MARK LOGO: NOS
 AA4436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4436+STABILITY: SURFACE MOTION
 AA4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4436+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2015
 AA4436
 AA4436  HISTORY     - Date     Condition        Report By
 AA4436  HISTORY     - 1993     MONUMENTED       NOS
 AA4436  HISTORY     - 1995     GOOD             NOS
 AA4436  HISTORY     - 20100414 GOOD             INDIV
 AA4436  HISTORY     - 20150620 GOOD             WOOLPT
 AA4436
 AA4436                          STATION DESCRIPTION
 AA4436
 AA4436'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4436'THE STATION IS LOCATED ON MAJURO ATOLL, REPUBLIC OF THE MARSHALL
 AA4436'ISLANDS, AT THE MARSHALL ISLANDS INTERNATIONAL AIRPORT. THE STATION IS
 AA4436'APPROXIMATELY 800 FT (243.8 M) NE OF RUNWAY END 7 ON THE NORTH SIDE OF
 AA4436'THE RUNWAY AT THE MOST WESTERLY PAIR OF VASI LIGHTS.  IT IS 11.9 FT
 AA4436'(3.6 M) NW OF THE NE CORNER OF THE CONCRETE PAD SUPPORTING THE
 AA4436'NORTHWESTERLY OF TWO VASI LIGHTS, 66 FT (20.1 M) NW OF THE CENTER OF A
 AA4436'MANHOLE COVER, 97 FT (29.6 M) SE OF THE AIRPORT FENCE AND 93 FT (28.3
 AA4436'M) SW OF A LINE OF TAXIWAY LIGHTS MARKING THE SW EDGE OF A RUNUP PAD.
 AA4436'THE STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE 1 FT (0.3 M) SW
 AA4436'OF THE NE EDGE AND 1 FT (0.3 M) SE OF THE NW EDGE OF A 6 FT (1.8 M) BY
 AA4436'6.5 FT (2.0 M) CONCRETE PAD.
 AA4436
 AA4436                          STATION RECOVERY (1995)
 AA4436
 AA4436'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (DAH)
 AA4436'THE STATION IS LOCATED IN THE WEST PART OF AIRPORT AT THE SITE OF THE
 AA4436'VASI (7) W.  IT IS 816 FT (248.7 M) ENE OF THE CL END RWY 7, 157.0 FT
 AA4436'(47.9 M) NNE OF THE RUNWAY CENTERLINE AND 13.3 FT (4.1 M) NNE OF THE
 AA4436'NORTHEAST CORNER OF THE OUTBOARD VASI.  IT IS AN NOS DISK STAMPED MAJ
 AA4436'C 1993 AND SET IN A DRILLHOLE ONE FOOT IN FROM THE NORTHEAST CORNER OF
 AA4436'A ABANDONED CONCRETE VASI BASE.
 AA4436
 AA4436                          STATION RECOVERY (2010)
 AA4436
 AA4436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AA4436'RECOVERED AS DESCRIBED
 AA4436
 AA4436                          STATION RECOVERY (2015)
 AA4436
 AA4436'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (DMH)
 AA4436'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 AA4436'OF MAJURO, CITY OF MAJURO AND ON THE GROUNDS OF MARSHALL ISLANDS
 AA4436'INTERNATIONAL AIRPORT.  OWNERSHIP--REPUBLIC OF MARSHALL ISLANDS PORT
 AA4436'AUTHORITY, P.O. BOX 109, MAJURO, RMI, 96960.  CONTACT THOMAS MADISON,
 AA4436'MANAGER AT 692-247-3113 TO ARRANGE ACCESS.
 AA4436'
 AA4436'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 AA4436'THE NORTH END OF THE REPUBLIC OF THE MARSHALL ISLANDS CAPITOL
 AA4436'BUILDING, GO WEST ON LAGOON ROAD FOR 7.10 MI (11.4 KM) TO THE EASTERN
 AA4436'SECURITY GATE OF MARSHALL ISLANDS INTERNATIONAL AIRPORT.  TURN LEFT
 AA4436'AND GO SOUTH 0.1 MI (0.2 KM) THROUGH THE GATE, ACROSS THE APRON TO THE
 AA4436'NORTHERN PAVED SHOULDER.  TURN RIGHT AND TRAVEL WEST ON THE PAVED
 AA4436'SHOULDER FOR 1.3 MI (2.1 KM) TO THE STATION.
 AA4436'
 AA4436'THE STATION IS A BRASS NATIONAL OCEAN SERVICE DISK SET IN THE
 AA4436'NORTHEAST CORNER OF THE NORTHERNMOST OF THREE ABANDONED CONCRETE VASI
 AA4436'FOUNDATIONS.  IT IS 232 FT (70.7 M) WEST-SOUTHWEST OF THE CENTER OF
 AA4436'THE SOUTHERNMOST PRECISION APPROACH PATH INDICATOR LIGHT ON THE NORTH
 AA4436'SIDE OF THE RUNWAY, 96.6 FT (29.4 M) SOUTH OF THE NORTHERN SEAWALL
 AA4436'PERIMETER AND 82.2 FT (25.1 M) NORTH OF THE NORTH EDGE OF RUNWAY.
 AA4436'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DQ2174 ***********************************************************************
 DQ2174  PACS        -  This is a Primary Airport Control Station.
 DQ2174  DESIGNATION -  MAJ D
 DQ2174  PID         -  DQ2174
 DQ2174  STATE/COUNTY-  ML/MAJURO
 DQ2174  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DQ2174  USGS QUAD   -  
 DQ2174
 DQ2174                         *CURRENT SURVEY CONTROL
 DQ2174  ______________________________________________________________________
 DQ2174* NAD 83(PA11) POSITION- 07 03 58.20466(N) 188 43 16.72360(W)   ADJUSTED
 DQ2174* NAD 83(PA11) ELLIP HT-    30.286 (meters)        (02/23/16)   ADJUSTED
 DQ2174* NAD 83(PA11) EPOCH   -  2010.00
 DQ2174* LMSL    ORTHO HEIGHT -     1.51  (meters)        5.0   (feet) GPS OBS
 DQ2174  ______________________________________________________________________
 DQ2174  GEOID HEIGHT    -         29.173 (meters)                     EGM08
 DQ2174  NAD 83(PA11) X  - -6,256,853.353 (meters)                     COMP
 DQ2174  NAD 83(PA11) Y  -    959,815.076 (meters)                     COMP
 DQ2174  NAD 83(PA11) Z  -    779,400.458 (meters)                     COMP
 DQ2174
 DQ2174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2174  Standards:
 DQ2174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2174  -------------------------------------------------------------------
 DQ2174  NETWORK    0.99   1.74           0.30   0.47   0.89      0.00000000
 DQ2174  -------------------------------------------------------------------
 DQ2174  Click here for local accuracies and other accuracy information.
 DQ2174
 DQ2174.This mark is at Marshal Islands International Airport  (MAJ)
 DQ2174
 DQ2174.The horizontal coordinates were established by GPS observations
 DQ2174.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 DQ2174
 DQ2174.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DQ2174.been affixed to the stable Pacific tectonic plate. 
 DQ2174
 DQ2174.The horizontal coordinates are valid at the epoch date displayed above
 DQ2174.which is a decimal equivalence of Year/Month/Day.
 DQ2174
 DQ2174.The orthometric height was determined by GPS observations and a
 DQ2174.high-resolution geoid model.
 DQ2174
 DQ2174.GPS derived orthometric heights for airport stations designated as
 DQ2174.PACS or SACS are published to 2 decimal places.  This maintains
 DQ2174.centimeter relative accuracy between the PACS and SACS.  It does
 DQ2174.not indicate centimeter accuracy relative to other marks which are
 DQ2174.part of the published vertical control network.
 DQ2174
 DQ2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2174
 DQ2174.Click photographs - Photos may exist for this station.
 DQ2174
 DQ2174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2174
 DQ2174.The ellipsoidal height was determined by GPS observations
 DQ2174.and is referenced to NAD 83.
 DQ2174
 DQ2174. The following values were computed from the NAD 83(PA11) position.
 DQ2174
 DQ2174;                    North         East     Units Scale Factor Converg.
 DQ2174;UTM  59      -   781,072.722   530,777.126   MT  0.99961172   +0 02 03.4
 DQ2174
 DQ2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2174!UTM  59      -   0.99999524  x   0.99961172  =   0.99960696
 DQ2174
 DQ2174:                Primary Azimuth Mark                     Grid Az
 DQ2174:UTM  59      -  MAJ B                                    066 52 56.5
 DQ2174
 DQ2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH3077781072(NAD 83)
 DQ2174
 DQ2174|---------------------------------------------------------------------|
 DQ2174| PID    Reference Object                     Distance      Geod. Az  |
 DQ2174|                                                           dddmmss.s |
 DQ2174| AA4435 MAJ B                               467.607 METERS 0665459.9 |
 DQ2174|---------------------------------------------------------------------|
 DQ2174
 DQ2174                          SUPERSEDED SURVEY CONTROL
 DQ2174
 DQ2174.No superseded survey control is available for this station.
 DQ2174
 DQ2174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DQ2174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ2174_SP_SET: OLD CONCRETE VASI BASE
 DQ2174_STAMPING: MAJ D 2015
 DQ2174_MARK LOGO: WOOLPT
 DQ2174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2174+STABILITY: SURFACE MOTION
 DQ2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2174+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2015
 DQ2174
 DQ2174  HISTORY     - Date     Condition        Report By
 DQ2174  HISTORY     - 20150620 MONUMENTED       WOOLPT
 DQ2174
 DQ2174                          STATION DESCRIPTION
 DQ2174
 DQ2174'DESCRIBED BY WOOLPERT CONSULTANTS 2015 (DMH)
 DQ2174'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 DQ2174'OF MAJURO, CITY OF MAJURO AND ON THE GROUNDS OF MARSHALL ISLANDS
 DQ2174'INTERNATIONAL AIRPORT.  OWNERSHIP--REPUBLIC OF MARSHALL ISLANDS PORT
 DQ2174'AUTHORITY, P.O. BOX 109, MAJURO, RMI, 96960.  CONTACT THOMAS MADISON,
 DQ2174'MANAGER AT 692-247-3113 TO ARRANGE ACCESS.
 DQ2174'
 DQ2174'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 DQ2174'THE NORTH END OF THE REPUBLIC OF THE MARSHALL ISLANDS CAPITOL
 DQ2174'BUILDING, GO WEST ON LAGOON ROAD FOR 7.10 MI (11.4 KM) TO THE EASTERN
 DQ2174'SECURITY GATE OF MARSHALL ISLANDS INTERNATIONAL AIRPORT.  TURN LEFT
 DQ2174'AND GO SOUTH 0.15 MI (0.2 KM) THROUGH THE GATE, ACROSS THE APRON AND
 DQ2174'RUNWAY AND ONTO THE SOUTHERN PAVED SHOULDER.  TURN RIGHT AND TRAVEL
 DQ2174'SOUTHWEST ON THE PAVED SHOULDER FOR 0.25 MI (0.4 KM) TO THE STATION ON
 DQ2174'RIGHT.
 DQ2174'
 DQ2174'THE STATION IS A BRASS WOOLPERT AIRPORT GEODETIC CONTROL STATION DISK
 DQ2174'SET IN THE SOUTHWEST CORNER OF THE SOUTHERNMOST OF THREE ABANDONED
 DQ2174'CONCRETE VASI FOUNDATIONS.  IT IS 156.25 FT (47.6 M) SOUTH-SOUTHEAST
 DQ2174'FROM THE CENTERLINE OF THE RUNWAY, 143.50 FT (43.7 M) NORTHEAST FROM A
 DQ2174'TELEPHONE PEDESTAL IN THE GRASS BETWEEN THE RUNWAY SHOULDER AND THE
 DQ2174'SEAWALL, 138.60 FT (42.2 M) WEST-NORTHWEST FROM A RECTANGULAR CATCH
 DQ2174'BASIN WITH NO GRATE SET AGAINST THE SEAWALL AND 93.80 FT (28.6 M)
 DQ2174'NORTH-NORTHWEST FROM THE NORTHERLY FACE OF THE CONCRETE SEAWALL.  THIS
 DQ2174'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 AA4437 ***********************************************************************
 AA4437  DESIGNATION -  MAJURO
 AA4437  PID         -  AA4437
 AA4437  STATE/COUNTY-  ML/MAJURO
 AA4437  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AA4437  USGS QUAD   -  
 AA4437
 AA4437                         *CURRENT SURVEY CONTROL
 AA4437  ______________________________________________________________________
 AA4437* NAD 83(PA11) POSITION- 07 06 20.67062(N) 188 37 39.52923(W)   ADJUSTED
 AA4437* NAD 83(PA11) ELLIP HT-    30.192 (meters)        (02/23/16)   ADJUSTED
 AA4437* NAD 83(PA11) EPOCH   -  2010.00
 AA4437* LMSL    ORTHO HEIGHT -     1.8   (meters)        6.    (feet) GPS OBS
 AA4437  ______________________________________________________________________
 AA4437  GEOID HEIGHT    -         28.790 (meters)                     EGM08
 AA4437  NAD 83(PA11) X  - -6,257,880.198 (meters)                     COMP
 AA4437  NAD 83(PA11) Y  -    949,504.313 (meters)                     COMP
 AA4437  NAD 83(PA11) Z  -    783,743.562 (meters)                     COMP
 AA4437
 AA4437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA4437  Standards:
 AA4437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA4437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA4437  -------------------------------------------------------------------
 AA4437  NETWORK    1.84   4.39           0.62   0.84   2.24      0.17977081
 AA4437  -------------------------------------------------------------------
 AA4437  Click here for local accuracies and other accuracy information.
 AA4437
 AA4437.The horizontal coordinates were established by GPS observations
 AA4437.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 AA4437
 AA4437.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AA4437.been affixed to the stable Pacific tectonic plate. 
 AA4437
 AA4437.The horizontal coordinates are valid at the epoch date displayed above
 AA4437.which is a decimal equivalence of Year/Month/Day.
 AA4437
 AA4437.The orthometric height was determined by GPS observations and a
 AA4437.high-resolution geoid model.
 AA4437
 AA4437.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4437
 AA4437.Click photographs - Photos may exist for this station.
 AA4437
 AA4437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4437
 AA4437.The ellipsoidal height was determined by GPS observations
 AA4437.and is referenced to NAD 83.
 AA4437
 AA4437. The following values were computed from the NAD 83(PA11) position.
 AA4437
 AA4437;                    North         East     Units Scale Factor Converg.
 AA4437;UTM  59      -   785,454.813   541,117.725   MT  0.99962092   +0 02 45.8
 AA4437
 AA4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4437!UTM  59      -   0.99999525  x   0.99962092  =   0.99961617
 AA4437
 AA4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4111785454(NAD 83)
 AA4437
 AA4437                          SUPERSEDED SURVEY CONTROL
 AA4437
 AA4437  NAD 83(PA11)-  07 06 20.66939(N)    188 37 39.53316(W) AD(2010.00) 0
 AA4437  ELLIP H (06/27/12)   30.308  (m)                       GP(2010.00)    
 AA4437  NAD 83(1993)-  07 06 20.67540(N)    188 37 39.52212(W) AD(1993.62) 1
 AA4437  ELLIP H (11/30/94)   30.853  (m)                       GP(1993.62) 5 1
 AA4437  LMSL    (11/30/94)    3.     (m)  OSU 91A  model used  GPS OBS        
 AA4437
 AA4437.Superseded values are not recommended for survey control.
 AA4437
 AA4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4437.See file dsdata.pdf to determine how the superseded data were derived.
 AA4437
 AA4437_MARKER: DD = SURVEY DISK
 AA4437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA4437_SP_SET: CONCRETE PIER
 AA4437_STAMPING: MAJURO 1993
 AA4437_MARK LOGO: NOS
 AA4437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4437+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2015
 AA4437
 AA4437  HISTORY     - Date     Condition        Report By
 AA4437  HISTORY     - 1993     MONUMENTED       NOS
 AA4437  HISTORY     - 20150620 GOOD             WOOLPT
 AA4437
 AA4437                          STATION DESCRIPTION
 AA4437
 AA4437'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4437'THE STATION IS LOCATED IN THE ULIGA COMMUNITY, MAJURO ATOLL, REPUBLIC
 AA4437'OF THE MARSHALL ISLANDS, IN THE SW CORNER OF ULIGA PIER.  THE STATION
 AA4437'IS 1.1 M (3.6 FT) N OF THE SOUTH EDGE OF THE PIER, 1.15 M (3.77 FT) E
 AA4437'OF THE W EDGE OF THE PIER AND .75 M (2.46 FT) NE OF THE CENTER OF THE
 AA4437'BOLLARD ON THE SW CORNER OF THE PIER. TO REACH THE STATION FROM THE
 AA4437'MAIN POST OFFICE IN MAJURO, TRAVEL SE ON ULIGA HIGHWAY FOR .2 MI (0.3
 AA4437'KM) TO A ROAD RIGHT, TURN RIGHT ONTO ULIGA PIER ROAD AND PROCEED .1 MI
 AA4437'(0.2 KM) TO THE END OF THE PIER AND THE STATION ON THE LEFT. THE
 AA4437'STATION IS A STANDARD NOS DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE
 AA4437'CONCRETE PIER SURFACE AND STAMPED -MAJURO 1993-.
 AA4437
 AA4437                          STATION RECOVERY (2015)
 AA4437
 AA4437'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2015 (DMH)
 AA4437'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 AA4437'OF MAJURO, COMMUNITY OF ULIGA AND ON ULIGA PIER.  IT IS 6.70 MI (10.8
 AA4437'KM) EAST-NORTHEAST OF THE AIRPORT TERMINAL, 1.25 MI (2.0 KM)
 AA4437'WEST-NORTHWEST OF THE CAPITOL BUILDING AND 1.10 MI (1.8 KM)
 AA4437'SOUTH-SOUTHEAST OF NTA SITE RITA.  OWNERSHIP--REPUBLIC OF THE MARSHALL
 AA4437'ISLANDS PORT AUTHORITY, P.O. BOX 109, MAJURO, RMI, 96960.  CONTACT
 AA4437'JAMES BING, SEAPORT MANAGER AT 692-625-8805 TO ARRANGE ACCESS.
 AA4437'
 AA4437'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 AA4437'THE NORTH END OF THE CAPITOL BUILDING, GO NORTHWEST ON LAGOON ROAD FOR
 AA4437'1.30 MI (2.1 KM) TO THE ELEGANCE SPA AND MASSAGE CLINIC BUILDING AND A
 AA4437'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON THE ACCESS ROAD
 AA4437'TO ULIGA DOCK FOR 0.15 MI (0.2 KM) PASSING A SECURITY GATE AT 0.10 MI
 AA4437'(0.2 KM) TO THE SOUTH CORNER OF THE DOCK AND THE STATION.
 AA4437'
 AA4437'THE STATION IS A NATIONAL OCEAN SERVICE BRASS DISC SET FLUSH IN THE
 AA4437'DECK OF THE CONCRETE PIER.  IT IS 67.25 FT (20.5 M) SOUTH-SOUTHWEST
 AA4437'FROM THE SOUTHERLY CORNER OF A WAREHOUSE ON THE DOCK, 3.70 FT (1.1 M)
 AA4437'NORTHWEST FROM THE SOUTHEAST EDGE OF THE PIER, 3.70 FT (1.1 M)
 AA4437'NORTHEAST FROM THE SOUTHWEST EDGE OF THE PIER AND 2.70 FT (0.8 M)
 AA4437'NORTH-NORTHEAST FROM THE CENTER OF A METAL BOLLARD USED TO TIE OFF
 AA4437'SHIPS.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DM7818 ***********************************************************************
 DM7818  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM7818  DESIGNATION -  MAJURO CORS ARP
 DM7818  CORS_ID     -  MAJU
 DM7818  PID         -  DM7818
 DM7818  STATE/COUNTY-  ML/MAJURO
 DM7818  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DM7818  USGS QUAD   -  
 DM7818
 DM7818                         *CURRENT SURVEY CONTROL
 DM7818  ______________________________________________________________________
 DM7818* NAD 83(PA11) POSITION- 07 07 08.89203(N) 188 38 07.64488(W)   ADJUSTED
 DM7818* NAD 83(PA11) ELLIP HT-    32.440 (meters)        (04/??/25)   ADJUSTED
 DM7818* NAD 83(PA11) EPOCH   -  2010.00
 DM7818* LMSL    ORTHO HEIGHT -     4.1   (meters)       13.    (feet) GPS OBS
 DM7818  ______________________________________________________________________
 DM7818  GEOID HEIGHT    -         28.744 (meters)                     EGM08
 DM7818  NAD 83(PA11) X  - -6,257,571.582 (meters)                     COMP
 DM7818  NAD 83(PA11) Y  -    950,330.102 (meters)                     COMP
 DM7818  NAD 83(PA11) Z  -    785,213.801 (meters)                     COMP
 DM7818
 DM7818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7818  Standards:
 DM7818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7818  -------------------------------------------------------------------
 DM7818  NETWORK    0.09   0.23           0.03   0.04   0.12     -0.04768600
 DM7818  -------------------------------------------------------------------
 DM7818
 DM7818.The coordinates were established by GPS observations
 DM7818.and adjusted by the National Geodetic Survey in April 2025.
 DM7818
 DM7818.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DM7818.been affixed to the stable Pacific Tectonic Plate. 
 DM7818
 DM7818.The coordinates are valid at the epoch date displayed above
 DM7818.which is a decimal equivalence of Year/Month/Day.
 DM7818
 DM7818.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM7818.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM7818.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM7818.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM7818.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM7818.published epoch of 2010.00.
 DM7818
 DM7818.Additional information on MYCS is available at:
 DM7818.https://geodesy.noaa.gov/CORS/index.shtml
 DM7818
 DM7818.The orthometric height was determined by GPS observations and a
 DM7818.high-resolution geoid model.
 DM7818
 DM7818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7818
 DM7818.The PID for the CORS L1 Phase Center is DS1992.
 DM7818
 DM7818.Click photographs - Photos may exist for this station.
 DM7818
 DM7818.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM7818
 DM7818.The ellipsoidal height was determined by GPS observations
 DM7818.and is referenced to NAD 83.
 DM7818
 DM7818. The following values were computed from the NAD 83(PA11) position.
 DM7818
 DM7818;                    North         East     Units Scale Factor Converg.
 DM7818;UTM  59      -   786,934.916   540,254.125   MT  0.99962005   +0 02 42.6
 DM7818
 DM7818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7818!UTM  59      -   0.99999490  x   0.99962005  =   0.99961495
 DM7818
 DM7818_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4025486934(NAD 83)
 DM7818
 DM7818                          SUPERSEDED SURVEY CONTROL
 DM7818
 DM7818  NAD 83(PA11)-  07 07 08.89214(N)    188 38 07.64474(W) AD(2010.00) c
 DM7818  ELLIP H (07/??/24)   32.445  (m)                       GP(2010.00) c c
 DM7818  NAD 83(PA11)-  07 07 08.89256(N)    188 38 07.64453(W) AD(2010.00) c
 DM7818  NAD 83(2007)-  07 07 08.90754(N)    188 38 07.69580(W) AD(2002.00) c
 DM7818  LMSL    (04/29/11)    6.     (m)  EGM96    model used  GPS OBS        
 DM7818
 DM7818.Superseded values are not recommended for survey control.
 DM7818
 DM7818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7818.See file dsdata.pdf to determine how the superseded data were derived.
 DM7818
 DM7818_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM7818_MARK LOGO: NONE
 DM7818
 DM7818                          STATION DESCRIPTION
 DM7818
 DM7818'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM7818'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM7818'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM7818'AND LOG FILES ACCESSIBLE AT:
 DM7818'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DS1993 ***********************************************************************
 DS1993  CORS        -  This is a GPS Continuously Operating Reference Station.
 DS1993  DESIGNATION -  MAJURO CORS GRP
 DS1993  CORS_ID     -  MAJU
 DS1993  PID         -  DS1993
 DS1993  STATE/COUNTY-  ML/MAJURO
 DS1993  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DS1993  USGS QUAD   -  
 DS1993
 DS1993                         *CURRENT SURVEY CONTROL
 DS1993  ______________________________________________________________________
 DS1993* NAD 83(PA11) POSITION- 07 07 08.89203(N) 188 38 07.64488(W)   ADJUSTED
 DS1993* NAD 83(PA11) ELLIP HT-    32.439 (meters)        (04/??/25)   ADJUSTED
 DS1993* NAD 83(PA11) EPOCH   -  2010.00
 DS1993  ______________________________________________________________________
 DS1993  GEOID HEIGHT    -         28.744 (meters)                     EGM08
 DS1993  NAD 83(PA11) X  - -6,257,571.581 (meters)                     COMP
 DS1993  NAD 83(PA11) Y  -    950,330.102 (meters)                     COMP
 DS1993  NAD 83(PA11) Z  -    785,213.801 (meters)                     COMP
 DS1993
 DS1993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1993  Standards:
 DS1993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1993  -------------------------------------------------------------------
 DS1993  NETWORK    0.09   0.23           0.03   0.04   0.12     -0.04768600
 DS1993  -------------------------------------------------------------------
 DS1993
 DS1993.The horizontal coordinates were established by GPS observations
 DS1993.and adjusted by the National Geodetic Survey in April 2025.
 DS1993
 DS1993.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DS1993.been affixed to the stable Pacific Tectonic Plate. 
 DS1993
 DS1993.The horizontal coordinates are valid at the epoch date displayed above
 DS1993.which is a decimal equivalence of Year/Month/Day.
 DS1993
 DS1993.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DS1993.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DS1993.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DS1993.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DS1993.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DS1993.published epoch of 2010.00.
 DS1993
 DS1993.Additional information on MYCS is available at:
 DS1993.https://geodesy.noaa.gov/CORS/index.shtml
 DS1993
 DS1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1993
 DS1993.Click photographs - Photos may exist for this station.
 DS1993
 DS1993.The XYZ, and position/ellipsoidal ht. are equivalent.
 DS1993
 DS1993.The ellipsoidal height was determined by GPS observations
 DS1993.and is referenced to NAD 83.
 DS1993
 DS1993. The following values were computed from the NAD 83(PA11) position.
 DS1993
 DS1993;                    North         East     Units Scale Factor Converg.
 DS1993;UTM  59      -   786,934.916   540,254.125   MT  0.99962005   +0 02 42.6
 DS1993
 DS1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1993!UTM  59      -   0.99999490  x   0.99962005  =   0.99961495
 DS1993
 DS1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4025486934(NAD 83)
 DS1993
 DS1993                          SUPERSEDED SURVEY CONTROL
 DS1993
 DS1993  NAD 83(PA11)-  07 07 08.89214(N)    188 38 07.64474(W) AD(2010.00) A
 DS1993  ELLIP H (07/??/24)   32.444  (m)                       GP(2010.00) 4 1
 DS1993
 DS1993.Superseded values are not recommended for survey control.
 DS1993
 DS1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1993.See file dsdata.pdf to determine how the superseded data were derived.
 DS1993
 DS1993_STAMPING: UNKNOWN
 DS1993
 DS1993                          STATION DESCRIPTION
 DS1993
 DS1993'THIS MONUMENT IS ASSOCIATED WITH STATION 'MAJU'
 DS1993'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DS1993'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DS1993'AND LOG FILES ACCESSIBLE AT:
 DS1993'https://geodesy.noaa.gov/CORS/index.shtml
 DS1993'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DQ2177 ***********************************************************************
 DQ2177  DESIGNATION -  MAR 107
 DQ2177  PID         -  DQ2177
 DQ2177  STATE/COUNTY-  ML/MAJURO
 DQ2177  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DQ2177  USGS QUAD   -  
 DQ2177
 DQ2177                         *CURRENT SURVEY CONTROL
 DQ2177  ______________________________________________________________________
 DQ2177* NAD 83(PA11) POSITION- 07 06 26.23420(N) 188 37 33.74746(W)   ADJUSTED
 DQ2177* NAD 83(PA11) ELLIP HT-    30.051 (meters)        (02/23/16)   ADJUSTED
 DQ2177* NAD 83(PA11) EPOCH   -  2010.00
 DQ2177* LMSL    ORTHO HEIGHT -     1.67  (meters)        5.5   (feet) LEVELING
 DQ2177  ______________________________________________________________________
 DQ2177  GEOID HEIGHT    -         28.776 (meters)                     EGM08
 DQ2177  NAD 83(PA11) X  - -6,257,885.768 (meters)                     COMP
 DQ2177  NAD 83(PA11) Y  -    949,325.707 (meters)                     COMP
 DQ2177  NAD 83(PA11) Z  -    783,913.144 (meters)                     COMP
 DQ2177  VERT ORDER      -  THIRD ?
 DQ2177
 DQ2177  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2177  Standards:
 DQ2177         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2177            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2177  -------------------------------------------------------------------
 DQ2177  NETWORK    1.73   4.23           0.62   0.76   2.16      0.29129056
 DQ2177  -------------------------------------------------------------------
 DQ2177  Click here for local accuracies and other accuracy information.
 DQ2177
 DQ2177.The horizontal coordinates were established by GPS observations
 DQ2177.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 DQ2177
 DQ2177.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DQ2177.been affixed to the stable Pacific tectonic plate. 
 DQ2177
 DQ2177.The horizontal coordinates are valid at the epoch date displayed above
 DQ2177.which is a decimal equivalence of Year/Month/Day.
 DQ2177
 DQ2177.The orthometric height was determined by differential leveling.
 DQ2177.The vertical network tie was performed by a horz. field party for horz.
 DQ2177.obs reductions. Reset procedures were used to establish the elevation.
 DQ2177
 DQ2177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2177
 DQ2177.Click photographs - Photos may exist for this station.
 DQ2177
 DQ2177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2177
 DQ2177.The ellipsoidal height was determined by GPS observations
 DQ2177.and is referenced to NAD 83.
 DQ2177
 DQ2177. The following values were computed from the NAD 83(PA11) position.
 DQ2177
 DQ2177;                    North         East     Units Scale Factor Converg.
 DQ2177;UTM  59      -   785,625.803   541,294.940   MT  0.99962110   +0 02 46.6
 DQ2177
 DQ2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2177!UTM  59      -   0.99999527  x   0.99962110  =   0.99961637
 DQ2177
 DQ2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4129485625(NAD 83)
 DQ2177
 DQ2177                          SUPERSEDED SURVEY CONTROL
 DQ2177
 DQ2177.No superseded survey control is available for this station.
 DQ2177
 DQ2177_MARKER: F = FLANGE-ENCASED ROD
 DQ2177_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ2177+WITH SETTING: INFORMATION.
 DQ2177_PROJECTION: RECESSED 5 CENTIMETERS
 DQ2177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2177+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2015
 DQ2177_ROD/PIPE-DEPTH: 2.6 meters
 DQ2177
 DQ2177  HISTORY     - Date     Condition        Report By
 DQ2177  HISTORY     - UNK      MONUMENTED
 DQ2177  HISTORY     - 20150621 GOOD             WOOLPT
 DQ2177
 DQ2177                          STATION DESCRIPTION
 DQ2177
 DQ2177'DESCRIBED BY WOOLPERT CONSULTANTS 2015 (DMH)
 DQ2177'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 DQ2177'OF MAJURO, COMMUNITY OF ULIGA, ON THE GROUNDS OF THE IMON EKAJET
 DQ2177'COURTHOUSE.  OWNERSHIP--RMI GOVERNMENT.
 DQ2177'
 DQ2177'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 DQ2177'THE NORTH END OF THE CAPITOL BUILDING, GO NORTHWEST ON LAGOON ROAD FOR
 DQ2177'1.25 MI (2.0 KM) TO THE REPUBLIC OF THE MARSHALL ISLANDS, IMON EKAJET
 DQ2177'COURTHOUSE AND THE STATION ON THE RIGHT.
 DQ2177'
 DQ2177'THE STATION WAS ESTABLISHED IN APRIL 2009 BY GEODETIC OPERATIONS,
 DQ2177'NATIONAL GEOSPATIAL REFERENCE SYSTEMS, GEOSPATIAL AND EARTH MONITORING
 DQ2177'DIVISION, GEOSCIENCE AUSTRALIA.  THE STATION IS A PUNCH MARK IN THE
 DQ2177'TOP OF A 19 MM (1 INCH) STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DQ2177'DEPTH OF 2.6 M (8.5 FT) IT IS SHEATHED FOR 0.5 M (1.6 FT) IN 50 MM (2
 DQ2177'INCH) PVC PIPE AND PROTECTED BY A PLASTIC IRRIGATION CONTROL VALVE
 DQ2177'BOX, ABOUT 0.5 CM (0 INCH) BELOW A LID WHICH IS FLUSH WITH THE GRADE.
 DQ2177'IT IS 55.00 FT (16.8 M) NORTH-NORTHWEST FROM THE EASTERNMOST CORNER OF
 DQ2177'THE SOUTHERN PLANTER AT THE HEAD OF THE PARKING LOT, 50.10 FT (15.3 M)
 DQ2177'EAST FROM THE NORTHERNMOST CORNER OF THE NORTHERN PLANTER AT THE HEAD
 DQ2177'OF THE PARKING LOT, 11.80 FT (3.6 M) SOUTHWEST FROM AN ALUMINUM FLAG
 DQ2177'POLE, 6.25 FT (1.9 M) SOUTH FROM THE CENTER OF THE WESTERN CONCRETE
 DQ2177'POST OF THE IMON EKAJET COURTHOUSE SIGN AND 6.00 FT (1.8 M) WEST FROM
 DQ2177'THE CENTER OF THE EASTERN CONCRETE POST OF THE IMON EKAJET COURTHOUSE
 DQ2177'SIGN.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DQ2175 ***********************************************************************
 DQ2175  DESIGNATION -  MAR 13
 DQ2175  PID         -  DQ2175
 DQ2175  STATE/COUNTY-  ML/MAJURO
 DQ2175  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DQ2175  USGS QUAD   -  
 DQ2175
 DQ2175                         *CURRENT SURVEY CONTROL
 DQ2175  ______________________________________________________________________
 DQ2175* NAD 83(PA11) POSITION- 07 06 21.61932(N) 188 37 38.70653(W)   ADJUSTED
 DQ2175* NAD 83(PA11) ELLIP HT-    29.972 (meters)        (02/23/16)   ADJUSTED
 DQ2175* NAD 83(PA11) EPOCH   -  2010.00
 DQ2175* LMSL    ORTHO HEIGHT -     1.59  (meters)        5.2   (feet) LEVELING
 DQ2175  ______________________________________________________________________
 DQ2175  GEOID HEIGHT    -         28.788 (meters)                     EGM08
 DQ2175  NAD 83(PA11) X  - -6,257,880.205 (meters)                     COMP
 DQ2175  NAD 83(PA11) Y  -    949,478.780 (meters)                     COMP
 DQ2175  NAD 83(PA11) Z  -    783,772.455 (meters)                     COMP
 DQ2175  VERT ORDER      -  THIRD ?
 DQ2175
 DQ2175  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2175  Standards:
 DQ2175         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2175            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2175  -------------------------------------------------------------------
 DQ2175  NETWORK    1.92   5.61           0.65   0.88   2.86      0.14611462
 DQ2175  -------------------------------------------------------------------
 DQ2175  Click here for local accuracies and other accuracy information.
 DQ2175
 DQ2175.The horizontal coordinates were established by GPS observations
 DQ2175.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 DQ2175
 DQ2175.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DQ2175.been affixed to the stable Pacific tectonic plate. 
 DQ2175
 DQ2175.The horizontal coordinates are valid at the epoch date displayed above
 DQ2175.which is a decimal equivalence of Year/Month/Day.
 DQ2175
 DQ2175.The orthometric height was determined by differential leveling.
 DQ2175.The vertical network tie was performed by a horz. field party for horz.
 DQ2175.obs reductions. Reset procedures were used to establish the elevation.
 DQ2175
 DQ2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2175
 DQ2175.Click photographs - Photos may exist for this station.
 DQ2175
 DQ2175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2175
 DQ2175.The ellipsoidal height was determined by GPS observations
 DQ2175.and is referenced to NAD 83.
 DQ2175
 DQ2175. The following values were computed from the NAD 83(PA11) position.
 DQ2175
 DQ2175;                    North         East     Units Scale Factor Converg.
 DQ2175;UTM  59      -   785,483.966   541,142.938   MT  0.99962095   +0 02 45.9
 DQ2175
 DQ2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2175!UTM  59      -   0.99999529  x   0.99962095  =   0.99961624
 DQ2175
 DQ2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4114285483(NAD 83)
 DQ2175
 DQ2175                          SUPERSEDED SURVEY CONTROL
 DQ2175
 DQ2175.No superseded survey control is available for this station.
 DQ2175
 DQ2175_MARKER: Z = SEE DESCRIPTION
 DQ2175_SETTING: 0 = UNSPECIFIED SETTING
 DQ2175_SP_SET: CONCRETE PIER CAP
 DQ2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2175+STABILITY: SURFACE MOTION
 DQ2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2175+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2015
 DQ2175
 DQ2175  HISTORY     - Date     Condition        Report By
 DQ2175  HISTORY     - UNK      MONUMENTED
 DQ2175  HISTORY     - 20150620 GOOD             WOOLPT
 DQ2175
 DQ2175                          STATION DESCRIPTION
 DQ2175
 DQ2175'DESCRIBED BY WOOLPERT CONSULTANTS 2015 (DMH)
 DQ2175'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 DQ2175'OF MAJURO, COMMUNITY OF ULIGA AND ON ULIGA PIER.  STATION IS 6.70 MI
 DQ2175'(10.8 KM) NORTHEAST OF AIRPORT TERMINAL, 1.25 MI (2.0 KM)
 DQ2175'WEST-NORTHWEST OF THE CAPITOL BUILDING AND 1.10 MI (1.8 KM)
 DQ2175'SOUTH-SOUTHEAST OF NTA SITE RITA.  OWNERSHIP--REPUBLIC OF THE MARSHALL
 DQ2175'ISLANDS PORT AUTHORITY, P.O. BOX 109, MAJURO, RMI, 96960.  CONTACT
 DQ2175'JAMES BING, SEAPORT MANAGER AT 692-625-8805 TO ARRANGE ACCESS.
 DQ2175'
 DQ2175'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 DQ2175'THE NORTH END OF THE CAPITOL BUILDING, GO NORTHWEST ON LAGOON ROAD FOR
 DQ2175'1.3 MI (2.1 KM) TO THE ELEGANCE SPA AND MASSAGE CLINIC BUILDING AND A
 DQ2175'T-INTERSECTION ON LEFT.  TURN LEFT AND GO SOUTHWEST ON THE ACCESS ROAD
 DQ2175'TO ULIGA DOCK A DISTANCE OF 0.10 MI (0.2 KM), PASSING THROUGH THE
 DQ2175'SECURITY GATE TO THE STATION ON THE LEFT.
 DQ2175'
 DQ2175'THE MARK IS A STAINLESS STEEL SLOT HEAD SCREW SET IN THE CENTER OF A
 DQ2175'SOUTH PACIFIC SEA LEVEL AND CLIMATE MONITORING PROJECT PLAQUE AFFIXED
 DQ2175'TO THE TOP OF THE CONCRETE PIER CAP.  IT IS 40.7 FT (12.4 M) SOUTHEAST
 DQ2175'OF A LIGHT POLE, 5.5 FT (1.7 M) SOUTH OF A STEEL FENCE POST, 1.5 FT
 DQ2175'(0.5 M) NORTHEAST OF A PAINTED BOLLARD AND 1.4 FT (0.4 M) WEST OF AN
 DQ2175'ENVIRONMENTAL TUBE (MAR14 LOCATION).
1    National Geodetic Survey, Retrieval Date = FEBRUARY 13, 2026 23:24:05 EST
 DQ2176 ***********************************************************************
 DQ2176  DESIGNATION -  MAR 31
 DQ2176  PID         -  DQ2176
 DQ2176  STATE/COUNTY-  ML/MAJURO
 DQ2176  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 DQ2176  USGS QUAD   -  
 DQ2176
 DQ2176                         *CURRENT SURVEY CONTROL
 DQ2176  ______________________________________________________________________
 DQ2176* NAD 83(PA11) POSITION- 07 06 30.61994(N) 188 37 40.13634(W)   ADJUSTED
 DQ2176* NAD 83(PA11) ELLIP HT-    30.174 (meters)        (02/23/16)   ADJUSTED
 DQ2176* NAD 83(PA11) EPOCH   -  2010.00
 DQ2176* LMSL    ORTHO HEIGHT -     1.80  (meters)        5.9   (feet) LEVELING
 DQ2176  ______________________________________________________________________
 DQ2176  GEOID HEIGHT    -         28.777 (meters)                     EGM08
 DQ2176  NAD 83(PA11) X  - -6,257,839.998 (meters)                     COMP
 DQ2176  NAD 83(PA11) Y  -    949,517.057 (meters)                     COMP
 DQ2176  NAD 83(PA11) Z  -    784,046.854 (meters)                     COMP
 DQ2176  VERT ORDER      -  THIRD ?
 DQ2176
 DQ2176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ2176  Standards:
 DQ2176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ2176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ2176  -------------------------------------------------------------------
 DQ2176  NETWORK    1.78   5.15           0.64   0.79   2.63      0.23675824
 DQ2176  -------------------------------------------------------------------
 DQ2176  Click here for local accuracies and other accuracy information.
 DQ2176
 DQ2176.The horizontal coordinates were established by GPS observations
 DQ2176.and adjusted by the WOOLPERT CONSULTANTS in February 2016.
 DQ2176
 DQ2176.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 DQ2176.been affixed to the stable Pacific tectonic plate. 
 DQ2176
 DQ2176.The horizontal coordinates are valid at the epoch date displayed above
 DQ2176.which is a decimal equivalence of Year/Month/Day.
 DQ2176
 DQ2176.The orthometric height was determined by differential leveling.
 DQ2176.The vertical network tie was performed by a horz. field party for horz.
 DQ2176.obs reductions. Reset procedures were used to establish the elevation.
 DQ2176
 DQ2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2176
 DQ2176.Click photographs - Photos may exist for this station.
 DQ2176
 DQ2176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ2176
 DQ2176.The ellipsoidal height was determined by GPS observations
 DQ2176.and is referenced to NAD 83.
 DQ2176
 DQ2176. The following values were computed from the NAD 83(PA11) position.
 DQ2176
 DQ2176;                    North         East     Units Scale Factor Converg.
 DQ2176;UTM  59      -   785,760.323   541,098.857   MT  0.99962090   +0 02 45.8
 DQ2176
 DQ2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ2176!UTM  59      -   0.99999525  x   0.99962090  =   0.99961616
 DQ2176
 DQ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4109885760(NAD 83)
 DQ2176
 DQ2176                          SUPERSEDED SURVEY CONTROL
 DQ2176
 DQ2176.No superseded survey control is available for this station.
 DQ2176
 DQ2176_MARKER: B = BOLT
 DQ2176_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ2176_SP_SET: CONCRETE PAVEMENT
 DQ2176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2176+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2015
 DQ2176
 DQ2176  HISTORY     - Date     Condition        Report By
 DQ2176  HISTORY     - UNK      MONUMENTED
 DQ2176  HISTORY     - 20150621 GOOD             WOOLPT
 DQ2176
 DQ2176                          STATION DESCRIPTION
 DQ2176
 DQ2176'DESCRIBED BY WOOLPERT CONSULTANTS 2015 (DMH)
 DQ2176'THE STATION IS LOCATED IN THE REPUBLIC OF THE MARSHALL ISLANDS, ATOLL
 DQ2176'OF MAJURO, COMMUNITY OF ULIGA, IN FRONT OF THE BIKINI ATOLL TOWN HALL.
 DQ2176'OWNERSHIP--PUBLIC PARKING LOT.
 DQ2176'
 DQ2176'TO REACH FROM THE INTERSECTION OF LAGOON ROAD AND HOSPITAL DRIVE AT
 DQ2176'THE NORTH END OF THE CAPITOL BUILDING, GO NORTHWEST ON LAGOON ROAD FOR
 DQ2176'1.5 MI (2.4 KM) TO THE BIKINI ATOLL TOWN HALL AND THE STATION ON THE
 DQ2176'LEFT.    THE STATION IS A STAINLESS STEEL ALLEN HEAD BOLT PROJECTING 1
 DQ2176'CM.  IT IS  72.5 FT (22.1 M) EAST FROM THE NORTHWEST CORNER OF BIKINI
 DQ2176'ATOLL TOWN HALL, 8.2 FT (2.5 M) SOUTHWEST OF LAGOON ROAD EDGE OF
 DQ2176'PAVEMENT AND 1.5 FT (0.5 M) NORTHEAST OF THE CENTER OF A FIRE HYDRANT.

 *** retrieval complete.
