














                                  SURVEY CONTROL DATA
                                
                             STATE=TQ
                             [MARCH  2, 2013      ]
                              Version = 8.00
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2013
 AA4433 ***********************************************************************
 AA4433  DESIGNATION -  DALAP
 AA4433  PID         -  AA4433
 AA4433  STATE/COUNTY-  TQ/
 AA4433  COUNTRY     -  US
 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    -         28.83  (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  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AA4433  Type                                         Horiz  Ellip  Dist(km)
 AA4433  -------------------------------------------------------------------
 AA4433  NETWORK                                      10.16  11.80
 AA4433  -------------------------------------------------------------------
 AA4433  MEDIAN LOCAL ACCURACY AND DIST (001 points)   1.03  11.80     11.33
 AA4433  -------------------------------------------------------------------
 AA4433  NOTE: Click here for information on individual local accuracy
 AA4433  values and other accuracy information.
 AA4433
 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 
 AA4433.frame has 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.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                          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.txt to determine how the superseded data were derived.
 AA4433
 AA4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4181783578(NAD 83)
 AA4433
 AA4433_MARKER: DD = SURVEY DISK
 AA4433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4433_SP_SET: CEMENTED IN A 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 = MARCH  2, 2013
 AA4435 ***********************************************************************
 AA4435  DESIGNATION -  MAJ B
 AA4435  PID         -  AA4435
 AA4435  STATE/COUNTY-  TQ/
 AA4435  COUNTRY     -  US
 AA4435  USGS QUAD   -  
 AA4435
 AA4435                         *CURRENT SURVEY CONTROL
 AA4435  ______________________________________________________________________
 AA4435* NAD 83(PA11) POSITION- 07 04 04.17113(N) 188 43 02.71012(W)   NO CHECK  
 AA4435* NAD 83(PA11) ELLIP HT-    30.488 (meters)        (06/27/12)   NO CHECK
 AA4435* NAD 83(PA11) EPOCH   -  2010.00
 AA4435* LMSL    ORTHO HEIGHT -     3.     (meters)      10.    (feet) GPS OBS   
 AA4435  ______________________________________________________________________
 AA4435  LMSL orthometric height was determined with geoid model       OSU 91A
 AA4435  GEOID HEIGHT    -         26.59  (meters)                     OSU 91A
 AA4435  GEOID HEIGHT    -         29.17  (meters)                     EGM08
 AA4435  NAD 83(PA11) X  - -6,256,896.457 (meters)                     COMP
 AA4435  NAD 83(PA11) Y  -    959,386.600 (meters)                     COMP
 AA4435  NAD 83(PA11) Z  -    779,582.380 (meters)                     COMP
 AA4435
 AA4435  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AA4435  Type                                         Horiz  Ellip  Dist(km)
 AA4435  -------------------------------------------------------------------
 AA4435  NETWORK                                      10.20  14.03
 AA4435  -------------------------------------------------------------------
 AA4435  MEDIAN LOCAL ACCURACY AND DIST (001 points)   1.41  14.03      0.47
 AA4435  -------------------------------------------------------------------
 AA4435  NOTE: Click here for information on individual local accuracy
 AA4435  values and other accuracy information.
 AA4435
 AA4435
 AA4435.The horizontal coordinates were established by GPS observations
 AA4435.and adjusted by the National Geodetic Survey in June 2012.
 AA4435
 AA4435.NAD 83(PA11) refers to NAD 83 coordinates where the reference 
 AA4435.frame has 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.No horizontal observational check was made to the station.
 AA4435.
 AA4435.The orthometric height was determined by GPS observations and a
 AA4435.high-resolution geoid model.
 AA4435
 AA4435.No vertical observational check was made to the 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      -   781,256.199   531,206.904   MT  0.99961205   +0 02 05.2
 AA4435
 AA4435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4435!UTM  59      -   0.99999520  x   0.99961205  =   0.99960726
 AA4435
 AA4435:                Primary Azimuth Mark                     Grid Az
 AA4435:UTM  59      -  MAJ A                                    246 53 33.8
 AA4435
 AA4435|---------------------------------------------------------------------|
 AA4435| PID    Reference Object                     Distance      Geod. Az  |
 AA4435|                                                           dddmmss.s |
 AA4435| AA4434 MAJ A                               467.527 METERS 2465539.0 |
 AA4435|---------------------------------------------------------------------|
 AA4435
 AA4435                          SUPERSEDED SURVEY CONTROL
 AA4435
 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
 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.txt to determine how the superseded data were derived.
 AA4435
 AA4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH3120681256(NAD 83)
 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 - April 14, 2010
 AA4435
 AA4435  HISTORY     - Date     Condition        Report By
 AA4435  HISTORY     - 1993     MONUMENTED       NOS
 AA4435  HISTORY     - 20100414 GOOD             INDIV
 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 (2010)
 AA4435
 AA4435'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AA4435'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2013
 AA4436 ***********************************************************************
 AA4436  DESIGNATION -  MAJ C
 AA4436  PID         -  AA4436
 AA4436  STATE/COUNTY-  TQ/
 AA4436  COUNTRY     -  US
 AA4436  USGS QUAD   -  
 AA4436
 AA4436                         *CURRENT SURVEY CONTROL
 AA4436  ______________________________________________________________________
 AA4436* NAD 83(PA11) POSITION- 07 03 47.97925(N) 188 44 11.43174(W)   NO CHECK  
 AA4436* NAD 83(PA11) ELLIP HT-    30.527 (meters)        (06/27/12)   NO CHECK
 AA4436* NAD 83(PA11) EPOCH   -  2010.00
 AA4436* LMSL    ORTHO HEIGHT -     3.     (meters)      10.    (feet) GPS OBS   
 AA4436  ______________________________________________________________________
 AA4436  LMSL orthometric height was determined with geoid model       OSU 91A
 AA4436  GEOID HEIGHT    -         26.59  (meters)                     OSU 91A
 AA4436  GEOID HEIGHT    -         29.17  (meters)                     EGM08
 AA4436  NAD 83(PA11) X  - -6,256,636.982 (meters)                     COMP
 AA4436  NAD 83(PA11) Y  -    961,480.468 (meters)                     COMP
 AA4436  NAD 83(PA11) Z  -    779,088.749 (meters)                     COMP
 AA4436
 AA4436  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AA4436  Type                                         Horiz  Ellip  Dist(km)
 AA4436  -------------------------------------------------------------------
 AA4436  NETWORK                                      10.16  12.60
 AA4436  -------------------------------------------------------------------
 AA4436  MEDIAN LOCAL ACCURACY AND DIST (001 points)   1.07  12.60      1.71
 AA4436  -------------------------------------------------------------------
 AA4436  NOTE: Click here for information on individual local accuracy
 AA4436  values and other accuracy information.
 AA4436
 AA4436
 AA4436.The horizontal coordinates were established by GPS observations
 AA4436.and adjusted by the National Geodetic Survey in June 2012.
 AA4436
 AA4436.NAD 83(PA11) refers to NAD 83 coordinates where the reference 
 AA4436.frame has 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.No horizontal observational check was made to the station.
 AA4436.
 AA4436.The orthometric height was determined by GPS observations and a
 AA4436.high-resolution geoid model.
 AA4436
 AA4436.No vertical observational check was made to the 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      -   780,757.746   529,099.031   MT  0.99961048   +0 01 56.6
 AA4436
 AA4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4436!UTM  59      -   0.99999520  x   0.99961048  =   0.99960568
 AA4436
 AA4436                          SUPERSEDED SURVEY CONTROL
 AA4436
 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
 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.txt to determine how the superseded data were derived.
 AA4436
 AA4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH2909980757(NAD 83)
 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 - April 14, 2010
 AA4436
 AA4436  HISTORY     - Date     Condition        Report By
 AA4436  HISTORY     - 1993     MONUMENTED       NOS
 AA4436  HISTORY     - 20100414 GOOD             INDIV
 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 (2010)
 AA4436
 AA4436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AA4436'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2013
 AA4437 ***********************************************************************
 AA4437  DESIGNATION -  MAJURO
 AA4437  PID         -  AA4437
 AA4437  STATE/COUNTY-  TQ/
 AA4437  COUNTRY     -  US
 AA4437  USGS QUAD   -  
 AA4437
 AA4437                         *CURRENT SURVEY CONTROL
 AA4437  ______________________________________________________________________
 AA4437* NAD 83(PA11) POSITION- 07 06 20.66939(N) 188 37 39.53316(W)   NO CHECK  
 AA4437* NAD 83(PA11) ELLIP HT-    30.308 (meters)        (06/27/12)   NO CHECK
 AA4437* NAD 83(PA11) EPOCH   -  2010.00
 AA4437* LMSL    ORTHO HEIGHT -     3.     (meters)      10.    (feet) GPS OBS   
 AA4437  ______________________________________________________________________
 AA4437  LMSL orthometric height was determined with geoid model       OSU 91A
 AA4437  GEOID HEIGHT    -         26.58  (meters)                     OSU 91A
 AA4437  GEOID HEIGHT    -         28.79  (meters)                     EGM08
 AA4437  NAD 83(PA11) X  - -6,257,880.299 (meters)                     COMP
 AA4437  NAD 83(PA11) Y  -    949,504.450 (meters)                     COMP
 AA4437  NAD 83(PA11) Z  -    783,743.539 (meters)                     COMP
 AA4437
 AA4437  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AA4437  Type                                         Horiz  Ellip  Dist(km)
 AA4437  -------------------------------------------------------------------
 AA4437  NETWORK                                      10.18  12.76
 AA4437  -------------------------------------------------------------------
 AA4437  MEDIAN LOCAL ACCURACY AND DIST (001 points)   1.26  12.76     11.24
 AA4437  -------------------------------------------------------------------
 AA4437  NOTE: Click here for information on individual local accuracy
 AA4437  values and other accuracy information.
 AA4437
 AA4437
 AA4437.The horizontal coordinates were established by GPS observations
 AA4437.and adjusted by the National Geodetic Survey in June 2012.
 AA4437
 AA4437.NAD 83(PA11) refers to NAD 83 coordinates where the reference 
 AA4437.frame has 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.No horizontal observational check was made to the station.
 AA4437.
 AA4437.The orthometric height was determined by GPS observations and a
 AA4437.high-resolution geoid model.
 AA4437
 AA4437.No vertical observational check was made to the 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      -   785,454.775   541,117.605   MT  0.99962092   +0 02 45.8
 AA4437
 AA4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4437!UTM  59      -   0.99999523  x   0.99962092  =   0.99961615
 AA4437
 AA4437                          SUPERSEDED SURVEY CONTROL
 AA4437
 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
 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.txt to determine how the superseded data were derived.
 AA4437
 AA4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4111785454(NAD 83)
 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 - 1993
 AA4437
 AA4437  HISTORY     - Date     Condition        Report By
 AA4437  HISTORY     - 1993     MONUMENTED       NOS
 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-.

 *** retrieval complete.
