














                                  SURVEY CONTROL DATA
                                
                             STATE=TQ
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4447 ***********************************************************************
 AA4447  DESIGNATION -  31755 DOPPLER
 AA4447  PID         -  AA4447
 AA4447  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4447  USGS QUAD   -  
 AA4447
 AA4447                         *CURRENT SURVEY CONTROL
 AA4447  ___________________________________________________________________
 AA4447* NAD 83(1993)-  09 31 02.22121(N)    221 52 43.49624(W)     ADJUSTED  
 AA4447* LOCAL TIDAL -        18.     (meters)      59.     (feet)  GPS OBS   
 AA4447  ___________________________________________________________________
 AA4447  EPOCH DATE  -        1993.62
 AA4447  X           -  -4,684,021.312 (meters)                     COMP
 AA4447  Y           -   4,199,597.068 (meters)                     COMP
 AA4447  Z           -   1,047,642.690 (meters)                     COMP
 AA4447  ELLIP HEIGHT-          77.74  (meters)          (11/30/94) GPS OBS
 AA4447  GEOID HEIGHT-          59.82  (meters)                     EGM96
 AA4447
 AA4447  HORZ ORDER  -  FIRST
 AA4447  ELLP ORDER  -  FIFTH     CLASS I
 AA4447
 AA4447.The horizontal coordinates were established by GPS observations
 AA4447.and adjusted by the National Geodetic Survey in November 1994..
 AA4447.No horizontal observational check was made to the station.
 AA4447.The horizontal coordinates are valid at the epoch date displayed above.
 AA4447.The epoch date for horizontal control is a decimal equivalence
 AA4447.of Year/Month/Day.
 AA4447
 AA4447.The orthometric height was determined by GPS observations and a
 AA4447.high-resolution geoid model.
 AA4447.No vertical observational check was made to the station.
 AA4447
 AA4447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4447
 AA4447.The ellipsoidal height was determined by GPS observations
 AA4447.and is referenced to NAD 83.
 AA4447
 AA4447.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4447.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4447
 AA4447;                    North         East     Units Scale Factor Converg.
 AA4447;UTM  54      - 1,053,356.180   183,920.951   MT  1.00083651   -0 28 35.0
 AA4447
 AA4447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4447!UTM  54      -   0.99998777  x   1.00083651  =   1.00082427
 AA4447
 AA4447                          SUPERSEDED SURVEY CONTROL
 AA4447
 AA4447.No superseded survey control is available for this station.
 AA4447
 AA4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR8392153356(NAD 83)
 AA4447_MARKER: DD = SURVEY DISK
 AA4447_SETTING: 0 = UNSPECIFIED SETTING
 AA4447_SP_SET: UNSPECIFIED
 AA4447_STAMPING: DOPPLER 1984 31755
 AA4447_MARK LOGO: TQDLM 
 AA4447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4447+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4447
 AA4447  HISTORY     - Date     Condition        Report By
 AA4447  HISTORY     - 1984     MONUMENTED       DOD
 AA4447  HISTORY     - 19930824 GOOD             NOS
 AA4447
 AA4447                          STATION DESCRIPTION
 AA4447
 AA4447'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4447'THE STATION IS LOCATED ON THE ISLAND OF YAP, YAP STATE, FEDERATED
 AA4447'STATES OF MICRONESIA. THE STATION IS LOCATED ON THE ROOF OF THE LAND
 AA4447'MANAGEMENT BUILDING IN THE TOWN OF COLONIA.  THIS STATION IS POOR AT
 AA4447'BEST BECAUSE THERE IS CONSIDERABLE MOVEMENT IN THE ROOF OF THE
 AA4447'BUILDING.  THE STATION WAS RECOVERED AND POSITIONED FOR HISTORICAL
 AA4447'PURPOSES ONLY.  IT IS NOT RECOMMENDED FOR FUTURE SURVEY USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4448 ***********************************************************************
 AA4448  DESIGNATION -  AIR
 AA4448  PID         -  AA4448
 AA4448  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4448  USGS QUAD   -  
 AA4448
 AA4448                         *CURRENT SURVEY CONTROL
 AA4448  ___________________________________________________________________
 AA4448* NAD 83(1993)-  09 29 58.74652(N)    221 55 40.06052(W)     ADJUSTED  
 AA4448* LOCAL TIDAL -        70.2    (meters)     230.     (feet)  GPS OBS   
 AA4448  ___________________________________________________________________
 AA4448  EPOCH DATE  -        1993.62
 AA4448  X           -  -4,680,703.120 (meters)                     COMP
 AA4448  Y           -   4,203,855.135 (meters)                     COMP
 AA4448  Z           -   1,045,728.006 (meters)                     COMP
 AA4448  ELLIP HEIGHT-         130.52  (meters)          (11/30/94) GPS OBS
 AA4448  GEOID HEIGHT-          60.14  (meters)                     EGM96
 AA4448
 AA4448  HORZ ORDER  -  A
 AA4448  ELLP ORDER  -  THIRD     CLASS II
 AA4448
 AA4448.The horizontal coordinates were established by GPS observations
 AA4448.and adjusted by the National Geodetic Survey in November 1994..
 AA4448.The horizontal coordinates are valid at the epoch date displayed above.
 AA4448.The epoch date for horizontal control is a decimal equivalence
 AA4448.of Year/Month/Day.
 AA4448
 AA4448.The orthometric height was determined by GPS observations and a
 AA4448.high-resolution geoid model.
 AA4448
 AA4448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4448
 AA4448.The ellipsoidal height was determined by GPS observations
 AA4448.and is referenced to NAD 83.
 AA4448
 AA4448.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4448.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4448
 AA4448;                    North         East     Units Scale Factor Converg.
 AA4448;UTM  54      - 1,051,449.566   178,514.953   MT  1.00087918   -0 29 01.1
 AA4448;UTM  53      - 1,051,586.845   837,356.145   MT  1.00100863   +0 30 27.1
 AA4448
 AA4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4448!UTM  54      -   0.99997947  x   1.00087918  =   1.00085863
 AA4448!UTM  53      -   0.99997947  x   1.00100863  =   1.00098808
 AA4448
 AA4448                          SUPERSEDED SURVEY CONTROL
 AA4448
 AA4448.No superseded survey control is available for this station.
 AA4448
 AA4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR7851551450(NAD 83)
 AA4448_MARKER: DD = SURVEY DISK
 AA4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4448_SP_SET: CONCRETE POST
 AA4448_STAMPING: AIR
 AA4448_MARK LOGO: TQDLM 
 AA4448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4448+STABILITY: SURFACE MOTION
 AA4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4448+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4448
 AA4448  HISTORY     - Date     Condition        Report By
 AA4448  HISTORY     - 1967     MONUMENTED       TQDLM
 AA4448  HISTORY     - 19930824 GOOD             NOS
 AA4448
 AA4448                          STATION DESCRIPTION
 AA4448
 AA4448'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4448'THE STATION IS LOCATED ON THE ISLAND OF YAP, YAP STATE, FEDERATED
 AA4448'STATES OF MICRONESIA. TO REACH FROM THE VILLAGE OF COLONIA, PROCEED
 AA4448'WSW 3.1 MI (5.0 KM) TOWARD THE AIRPORT ROAD RIGHT.  AT THIS POINT THE
 AA4448'PAVEMENT ENDS, CONTINUE STRAIGHT ON GRAVEL ROAD FOR 1.15 MI (1.85 KM)
 AA4448'TO A TRACK ROAD RIGHT.  TURN RIGHT AND PROCEED FOR .3 MI (0.5 KM) TO A
 AA4448'TRACK ROAD RIGHT, TURN RIGHT AND PROCEED FOR .65 MI (1.05 KM) TO A
 AA4448'TRACK ROAD LEFT, TURN HARD LEFT AND FOLLOW THIS ROAD UP TO THE BASE OF
 AA4448'A SMALL HILL AND THE STATION.  A SHORT PACK THE REST OF THE WAY UP THE
 AA4448'HILL OF ABOUT 1 MIN WILL BE REQUIRED. THE STATION IS A TRUST TERRITORY
 AA4448'DISK STAMPED AIR AND SET IN CONCRETE. IT IS ABOUT 15 FT (4.6 M) FROM
 AA4448'THE EDGE OF THE HILL AS YOU COME UP FROM THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4427 ***********************************************************************
 AA4427  FBN         -  This is a Federal Base Network Control Station.
 AA4427  DESIGNATION -  BAB EAST BASE
 AA4427  PID         -  AA4427
 AA4427  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4427  USGS QUAD   -  
 AA4427
 AA4427                         *CURRENT SURVEY CONTROL
 AA4427  ___________________________________________________________________
 AA4427* NAD 83(1993)-  07 21 58.98348(N)    225 26 34.24982(W)     ADJUSTED  
 AA4427* LOCAL TIDAL -        47.6    (meters)     156.     (feet)  GPS OBS   
 AA4427  ___________________________________________________________________
 AA4427  EPOCH DATE  -        1993.62
 AA4427  X           -  -4,438,420.056 (meters)                     COMP
 AA4427  Y           -   4,507,566.225 (meters)                     COMP
 AA4427  Z           -     812,349.786 (meters)                     COMP
 AA4427  ELLIP HEIGHT-         113.97  (meters)          (11/30/94) GPS OBS
 AA4427  GEOID HEIGHT-          65.83  (meters)                     EGM96
 AA4427
 AA4427  HORZ ORDER  -  A
 AA4427  ELLP ORDER  -  THIRD     CLASS II
 AA4427
 AA4427.The horizontal coordinates were established by GPS observations
 AA4427.and adjusted by the National Geodetic Survey in November 1994..
 AA4427.The horizontal coordinates are valid at the epoch date displayed above.
 AA4427.The epoch date for horizontal control is a decimal equivalence
 AA4427.of Year/Month/Day.
 AA4427
 AA4427.The orthometric height was determined by GPS observations and a
 AA4427.high-resolution geoid model.
 AA4427
 AA4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4427
 AA4427.The ellipsoidal height was determined by GPS observations
 AA4427.and is referenced to NAD 83.
 AA4427
 AA4427.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4427.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4427
 AA4427;                    North         East     Units Scale Factor Converg.
 AA4427;UTM  53      -   814,275.917   451,125.746   MT  0.99962956   -0 03 24.4
 AA4427
 AA4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4427!UTM  53      -   0.99998207  x   0.99962956  =   0.99961164
 AA4427
 AA4427                          SUPERSEDED SURVEY CONTROL
 AA4427
 AA4427.No superseded survey control is available for this station.
 AA4427
 AA4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 53NMJ5112614276(NAD 83)
 AA4427_MARKER: DD = SURVEY DISK
 AA4427_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4427_SP_SET: IRREGULAR CONCRETE MASS
 AA4427_STAMPING: BAB EAST BASE 1947
 AA4427_MARK LOGO: USE   
 AA4427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4427+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4427
 AA4427  HISTORY     - Date     Condition        Report By
 AA4427  HISTORY     - 1947     MONUMENTED       DOD
 AA4427  HISTORY     - 19930804 GOOD             NOS
 AA4427
 AA4427                          STATION DESCRIPTION
 AA4427
 AA4427'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4427'THE STATION IS LOCATED ON BABLETHUAP ISLAND, ABOUT .2 MI (0.3 KM) EAST
 AA4427'OF THE EAST END OF THE RUNWAY AT THE EXTREME END OF A FLAT GRASSY
 AA4427'RIDGE. THE STATION IS LOCATED APPROXIMATELY 800 FT (243.8 M) EAST OF
 AA4427'THE FENCE ON LINE WITH THE VASI LIGHTS, IT IS 10 FT (3.0 M) FROM THE
 AA4427'EAST EDGE OF THE HILL, 20 FT (6.1 M) SOUTH FROM A SLIGHT INDENTATION
 AA4427'ON THE NORTH SIDE OF THE HILL, AND IS 100 FT (30.5 M) N OF THE REMAINS
 AA4427'OF A JAPANESE ZERO WHICH IS JUST OVER THE HILL. THE STATION IS
 AA4427'STANDARD ARMY CORPS OF ENGINEER DISK STAMPED -BAB EAST BASE 1947- SET
 AA4427'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4428 ***********************************************************************
 AA4428  DESIGNATION -  BENCH MARK 7
 AA4428  PID         -  AA4428
 AA4428  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4428  USGS QUAD   -  
 AA4428
 AA4428                         *CURRENT SURVEY CONTROL
 AA4428  ___________________________________________________________________
 AA4428* NAD 83(1993)-  07 19 52.90958(N)    225 32 30.86475(W)     ADJUSTED  
 AA4428* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4428  ___________________________________________________________________
 AA4428  EPOCH DATE  -        1993.62
 AA4428  X           -  -4,430,936.765 (meters)                     COMP
 AA4428  Y           -   4,515,555.745 (meters)                     COMP
 AA4428  Z           -     808,502.936 (meters)                     COMP
 AA4428  ELLIP HEIGHT-          70.17  (meters)          (11/30/94) GPS OBS
 AA4428  GEOID HEIGHT-          66.84  (meters)                     EGM96
 AA4428
 AA4428  HORZ ORDER  -  FIRST
 AA4428  ELLP ORDER  -  FIFTH     CLASS I
 AA4428
 AA4428.The horizontal coordinates were established by GPS observations
 AA4428.and adjusted by the National Geodetic Survey in November 1994..
 AA4428.No horizontal observational check was made to the station.
 AA4428.The horizontal coordinates are valid at the epoch date displayed above.
 AA4428.The epoch date for horizontal control is a decimal equivalence
 AA4428.of Year/Month/Day.
 AA4428
 AA4428.The orthometric height was determined by GPS observations and a
 AA4428.high-resolution geoid model.
 AA4428.No vertical observational check was made to the station.
 AA4428
 AA4428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4428
 AA4428.The ellipsoidal height was determined by GPS observations
 AA4428.and is referenced to NAD 83.
 AA4428
 AA4428.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4428.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4428
 AA4428;                    North         East     Units Scale Factor Converg.
 AA4428;UTM  53      -   810,416.338   440,188.178   MT  0.99964427   -0 04 09.0
 AA4428
 AA4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4428!UTM  53      -   0.99998896  x   0.99964427  =   0.99963324
 AA4428
 AA4428                          SUPERSEDED SURVEY CONTROL
 AA4428
 AA4428.No superseded survey control is available for this station.
 AA4428
 AA4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 53NMJ4018810416(NAD 83)
 AA4428_MARKER: DB = BENCH MARK DISK
 AA4428_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4428_SP_SET: CORNER OF A WARF
 AA4428_MARK LOGO: USE   
 AA4428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4428+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4428
 AA4428  HISTORY     - Date     Condition        Report By
 AA4428  HISTORY     - 1969     MONUMENTED       DOD
 AA4428  HISTORY     - 19930804 GOOD             NOS
 AA4428
 AA4428                          STATION DESCRIPTION
 AA4428
 AA4428'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4428'THE STATION IS LOCATED AT MALAKAL HARBOR, PALAU ISLANDS.  THE DISK IS
 AA4428'UNSTAMPED AND IS SET 2 FT (0.6 M) SW OF THE SE CORNER OF THE PALAU
 AA4428'INTERNATIONAL TRADERS WARF, AND 28 FT (8.5 M) NE OF A LARGE 3 FT (0.9
 AA4428'M) HIGH STEEL BOLLARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4429 ***********************************************************************
 AA4429  DESIGNATION -  BMDC
 AA4429  PID         -  AA4429
 AA4429  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4429  USGS QUAD   -  
 AA4429
 AA4429                         *CURRENT SURVEY CONTROL
 AA4429  ___________________________________________________________________
 AA4429* NAD 83(1993)-  07 19 40.25984(N)    225 32 58.79042(W)     ADJUSTED  
 AA4429* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4429  ___________________________________________________________________
 AA4429  EPOCH DATE  -        1993.62
 AA4429  X           -  -4,430,360.371 (meters)                     COMP
 AA4429  Y           -   4,516,191.271 (meters)                     COMP
 AA4429  Z           -     808,117.557 (meters)                     COMP
 AA4429  ELLIP HEIGHT-          70.57  (meters)          (11/30/94) GPS OBS
 AA4429  GEOID HEIGHT-          66.91  (meters)                     EGM96
 AA4429
 AA4429  HORZ ORDER  -  FIRST
 AA4429  ELLP ORDER  -  FIFTH     CLASS I
 AA4429
 AA4429.The horizontal coordinates were established by GPS observations
 AA4429.and adjusted by the National Geodetic Survey in November 1994..
 AA4429.No horizontal observational check was made to the station.
 AA4429.The horizontal coordinates are valid at the epoch date displayed above.
 AA4429.The epoch date for horizontal control is a decimal equivalence
 AA4429.of Year/Month/Day.
 AA4429
 AA4429.The orthometric height was determined by GPS observations and a
 AA4429.high-resolution geoid model.
 AA4429.No vertical observational check was made to the station.
 AA4429
 AA4429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4429
 AA4429.The ellipsoidal height was determined by GPS observations
 AA4429.and is referenced to NAD 83.
 AA4429
 AA4429.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4429.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4429
 AA4429;                    North         East     Units Scale Factor Converg.
 AA4429;UTM  53      -   810,028.915   439,331.500   MT  0.99964555   -0 04 12.4
 AA4429
 AA4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4429!UTM  53      -   0.99998890  x   0.99964555  =   0.99963445
 AA4429
 AA4429                          SUPERSEDED SURVEY CONTROL
 AA4429
 AA4429.No superseded survey control is available for this station.
 AA4429
 AA4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 53NMJ3933110029(NAD 83)
 AA4429_MARKER: DD = SURVEY DISK
 AA4429_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA4429_SP_SET: SEAWALL
 AA4429_STAMPING: BMCD 1992
 AA4429_MARK LOGO: LDGO  
 AA4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4429+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4429
 AA4429  HISTORY     - Date     Condition        Report By
 AA4429  HISTORY     - 1992     MONUMENTED       LDGO
 AA4429  HISTORY     - 19930804 GOOD             NOS
 AA4429
 AA4429                          STATION DESCRIPTION
 AA4429
 AA4429'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4429'THE STATION IS LOCATED ON THE ISLAND OF MALAKAL AT THE PELAU
 AA4429'MARICULTURE DEMONSTRATION CENTER, IN THE PELAU ISLANDS. TO REACH FROM
 AA4429'THE POST OFFICE IN KORROR, PROCEED W 2.5 MI (4.0 KM) TO THE ISLAND OF
 AA4429'MALAKAL AND THE END OF THE ROAD AT THE GATE TO THE PELAU MARICULTURAL
 AA4429'DEMONSTRATION CENTER.  THE MARK IS LOCATED ON THE SEAWALL
 AA4429'APPROXIMATELY 50 FT (15.2 M) N OF THE FENCE. FOR ACCESS TO THIS MARK,
 AA4429'SEE THE MANAGER/CARETAKER AT THE HOUSE JUST INSIDE AND TO THE RIGHT OF
 AA4429'THE GATE. THE STATION IS A STANDARD DIVISION OF LAND MANAGEMENT 2.5
 AA4429'INCH DISK STAMPED -BMDC 1992-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6944 ***********************************************************************
 AJ6944  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6944  DESIGNATION -  COMM N MARIANA IS CORS ARP
 AJ6944  CORS_ID     -  CNMI
 AJ6944  PID         -  AJ6944
 AJ6944  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AJ6944  USGS QUAD   -  
 AJ6944
 AJ6944                         *CURRENT SURVEY CONTROL
 AJ6944  ___________________________________________________________________
 AJ6944* NAD 83(CORS)-  15 12 29.73719(N)    214 15 01.31470(W)     ADJUSTED  
 AJ6944* LOCAL TIDAL -                                                        
 AJ6944  ___________________________________________________________________
 AJ6944  EPOCH DATE  -        2002.00
 AJ6944  X           -  -5,088,865.433 (meters)                     COMP
 AJ6944  Y           -   3,464,932.617 (meters)                     COMP
 AJ6944  Z           -   1,662,429.743 (meters)                     COMP
 AJ6944  ELLIP HEIGHT-         311.63  (meters)          (10/??/02) GPS OBS
 AJ6944  GEOID HEIGHT-          53.00  (meters)                     EGM96
 AJ6944
 AJ6944  HORZ ORDER  -  SPECIAL (CORS)
 AJ6944  ELLP ORDER  -  SPECIAL (CORS)
 AJ6944
 AJ6944.ITRF positions are available for this station.
 AJ6944.The coordinates were established by GPS observations
 AJ6944.and adjusted by the National Geodetic Survey in October 2002..
 AJ6944.The coordinates are valid at the epoch date displayed above.
 AJ6944.The epoch date for horizontal control is a decimal equivalence
 AJ6944.of Year/Month/Day.
 AJ6944
 AJ6944
 AJ6944.The PID for the CORS L1 Phase Center is AJ6945.
 AJ6944
 AJ6944.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6944
 AJ6944.The ellipsoidal height was determined by GPS observations
 AJ6944.and is referenced to NAD 83.
 AJ6944
 AJ6944.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AJ6944.The EGM96 model is referenced to the WGS84 ellipsoid.
 AJ6944
 AJ6944                          SUPERSEDED SURVEY CONTROL
 AJ6944
 AJ6944  NAD 83(CORS)-  15 12 29.74411(N)    214 15 01.29823(W) AD(1993.62) c
 AJ6944  NAD 83(CORS)-  15 12 29.74411(N)    214 15 01.29823(W) AD(1997.00) c
 AJ6944  ELLIP H (03/??/01)  312.21   (m)                       GP(1993.62) c c
 AJ6944  ELLIP H (03/??/01)  312.21   (m)                       GP(1997.00) c c
 AJ6944
 AJ6944.Superseded values are not recommended for survey control.
 AJ6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6944.See file dsdata.txt to determine how the superseded data were derived.
 AJ6944
 AJ6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6569881745(NAD 83)
 AJ6944_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ6944
 AJ6944                          STATION DESCRIPTION
 AJ6944
 AJ6944'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ6944'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ6944'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ6944'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ6944'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ6944'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4449 ***********************************************************************
 AA4449  DESIGNATION -  CUT
 AA4449  PID         -  AA4449
 AA4449  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4449  USGS QUAD   -  
 AA4449
 AA4449                         *CURRENT SURVEY CONTROL
 AA4449  ___________________________________________________________________
 AA4449* NAD 83(1993)-  09 33 02.76396(N)    221 50 43.88299(W)     ADJUSTED  
 AA4449* LOCAL TIDAL -        61.     (meters)     200.     (feet)  GPS OBS   
 AA4449  ___________________________________________________________________
 AA4449  EPOCH DATE  -        1993.62
 AA4449  X           -  -4,686,030.544 (meters)                     COMP
 AA4449  Y           -   4,196,499.191 (meters)                     COMP
 AA4449  Z           -   1,051,302.226 (meters)                     COMP
 AA4449  ELLIP HEIGHT-         120.81  (meters)          (11/30/94) GPS OBS
 AA4449  GEOID HEIGHT-          59.63  (meters)                     EGM96
 AA4449
 AA4449  HORZ ORDER  -  FIRST
 AA4449  ELLP ORDER  -  FIFTH     CLASS I
 AA4449
 AA4449.The horizontal coordinates were established by GPS observations
 AA4449.and adjusted by the National Geodetic Survey in November 1994..
 AA4449.No horizontal observational check was made to the station.
 AA4449.The horizontal coordinates are valid at the epoch date displayed above.
 AA4449.The epoch date for horizontal control is a decimal equivalence
 AA4449.of Year/Month/Day.
 AA4449
 AA4449.The orthometric height was determined by GPS observations and a
 AA4449.high-resolution geoid model.
 AA4449.No vertical observational check was made to the station.
 AA4449
 AA4449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4449
 AA4449.The ellipsoidal height was determined by GPS observations
 AA4449.and is referenced to NAD 83.
 AA4449
 AA4449.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4449.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4449
 AA4449;                    North         East     Units Scale Factor Converg.
 AA4449;UTM  54      - 1,057,032.366   187,602.455   MT  1.00080786   -0 28 21.1
 AA4449
 AA4449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4449!UTM  54      -   0.99998100  x   1.00080786  =   1.00078884
 AA4449
 AA4449                          SUPERSEDED SURVEY CONTROL
 AA4449
 AA4449.No superseded survey control is available for this station.
 AA4449
 AA4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR8760257032(NAD 83)
 AA4449_MARKER: DD = SURVEY DISK
 AA4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4449_SP_SET: CONCRETE POST
 AA4449_STAMPING: CUT
 AA4449_MARK LOGO: TQDLM 
 AA4449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4449+STABILITY: SURFACE MOTION
 AA4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4449+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4449
 AA4449  HISTORY     - Date     Condition        Report By
 AA4449  HISTORY     - 1967     MONUMENTED       TQDLM
 AA4449  HISTORY     - 19930824 GOOD             NOS
 AA4449
 AA4449                          STATION DESCRIPTION
 AA4449
 AA4449'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4449'THE STATION IS LOCATED ON THE ISLAND OF GAGIL-TOMIL ABOUT 7 MI (11.3
 AA4449'KM) FROM THE TOWN OF COLINIA, YAP STATE, FEDERATED STATES OF
 AA4449'MICRONESIA. TO REACH THE STATION FROM THE LAND MANAGEMENT OFFICE IN
 AA4449'THE TOWN OF COLONIA, PROCEED NORTH ON THE MAIN HIGHWAY FOR ABOUT 7 MI
 AA4449'(11.3 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO .1 MI (0.2 KM) TO A
 AA4449'CUT THROUGH A HILL.  PARK ON THE LEFT SIDE OF THE ROAD JUST BEFORE
 AA4449'ENTERING THE CUT. PACK UP THE TRAIL UP THE HILL, ACROSS THE FIRST
 AA4449'KNOLL TO THE MARK ON TOP OF THE SECOND KNOLL. THE STATION IS A TRUST
 AA4449'TERRITORIES DISK SET IN CONCRETE AND STAMPED -CUT-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4450 ***********************************************************************
 AA4450  FBN         -  This is a Federal Base Network Control Station.
 AA4450  DESIGNATION -  DAKIY
 AA4450  PID         -  AA4450
 AA4450  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4450  USGS QUAD   -  
 AA4450
 AA4450                         *CURRENT SURVEY CONTROL
 AA4450  ___________________________________________________________________
 AA4450* NAD 83(1993)-  09 30 04.79522(N)    221 54 19.58147(W)     ADJUSTED  
 AA4450* LOCAL TIDAL -        46.7    (meters)     153.     (feet)  GPS OBS   
 AA4450  ___________________________________________________________________
 AA4450  EPOCH DATE  -        1993.62
 AA4450  X           -  -4,682,302.755 (meters)                     COMP
 AA4450  Y           -   4,201,992.416 (meters)                     COMP
 AA4450  Z           -   1,045,907.383 (meters)                     COMP
 AA4450  ELLIP HEIGHT-         106.80  (meters)          (11/30/94) GPS OBS
 AA4450  GEOID HEIGHT-          59.99  (meters)                     EGM96
 AA4450
 AA4450  HORZ ORDER  -  FIRST
 AA4450  ELLP ORDER  -  FIFTH     CLASS I
 AA4450
 AA4450.The horizontal coordinates were established by GPS observations
 AA4450.and adjusted by the National Geodetic Survey in November 1994..
 AA4450.The horizontal coordinates are valid at the epoch date displayed above.
 AA4450.The epoch date for horizontal control is a decimal equivalence
 AA4450.of Year/Month/Day.
 AA4450
 AA4450.The orthometric height was determined by GPS observations and a
 AA4450.high-resolution geoid model.
 AA4450
 AA4450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4450
 AA4450.The ellipsoidal height was determined by GPS observations
 AA4450.and is referenced to NAD 83.
 AA4450
 AA4450.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4450.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4450
 AA4450;                    North         East     Units Scale Factor Converg.
 AA4450;UTM  54      - 1,051,614.898   180,973.235   MT  1.00085968   -0 28 48.0
 AA4450
 AA4450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4450!UTM  54      -   0.99998320  x   1.00085968  =   1.00084287
 AA4450
 AA4450                          SUPERSEDED SURVEY CONTROL
 AA4450
 AA4450.No superseded survey control is available for this station.
 AA4450
 AA4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR8097351615(NAD 83)
 AA4450_MARKER: DD = SURVEY DISK
 AA4450_SETTING: 66 = SET IN ROCK OUTCROP
 AA4450_SP_SET: ROCK OUTCROP
 AA4450_STAMPING: DAKIY 1990
 AA4450_MARK LOGO: LDGO  
 AA4450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4450+STABILITY: POSITION/ELEVATION WELL
 AA4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4450+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA4450
 AA4450  HISTORY     - Date     Condition        Report By
 AA4450  HISTORY     - 1990     MONUMENTED       LDGO
 AA4450
 AA4450                          STATION DESCRIPTION
 AA4450
 AA4450'DESCRIBED BY LAMONT-DOHERTY GEOLOGICAL OBSERVATORY 1990 (JB)
 AA4450'THE STATION IS LOCATED ON YAP ISLAND, YAP STATE, FEDERATED STATES OF
 AA4450'MICRONESIA. TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF
 AA4450'COLONIA, PROCEED WEST ON ROAD TO THE AIRPORT FOR 1.9 MI (3.1 KM) TO A
 AA4450'TRACK ROAD ON RIGHT ACCROSS FROM THE OLD SEABEE BASE.  TURN RIGHT ONTO
 AA4450'TRACK ROAD AND PROCEED FOR .3 MI (0.5 KM) TO A FORK, FOLLOW MAIN TRACK
 AA4450'ROAD TO LEFT FOR .2 MI (0.3 KM) TO A GRAVE SITE. THE STATION IS A
 AA4450'STANDARD LDGO EARTHQUAKE RESAERCH DISK EPOXIED INTO A DRILL HOLE IN A
 AA4450'1 M (3.3 FT) DIAMETER PHYLLITE OUTCROP NEAR THE TOP OF THE HILL.  THE
 AA4450'DISK IS STAMPED -DAKIY 1990- AND HAS AN APPROXIMATELY CENTRAL
 AA4450'CENTER-PUNCHED HOLE TO MARK THE STATION POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4433 ***********************************************************************
 AA4433  DESIGNATION -  DALAP
 AA4433  PID         -  AA4433
 AA4433  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4433  USGS QUAD   -  
 AA4433
 AA4433                         *CURRENT SURVEY CONTROL
 AA4433  ___________________________________________________________________
 AA4433* NAD 83(1993)-  07 05 19.56495(N)    188 37 16.74357(W)     ADJUSTED  
 AA4433* LOCAL TIDAL -         3.0    (meters)      10.     (feet)  GPS OBS   
 AA4433  ___________________________________________________________________
 AA4433  EPOCH DATE  -        1993.62
 AA4433  X           -  -6,258,214.809 (meters)                     COMP
 AA4433  Y           -     948,847.847 (meters)                     COMP
 AA4433  Z           -     781,880.839 (meters)                     COMP
 AA4433  ELLIP HEIGHT-          30.65  (meters)          (11/30/94) GPS OBS
 AA4433  GEOID HEIGHT-          27.05  (meters)                     EGM96
 AA4433
 AA4433  HORZ ORDER  -  FIRST
 AA4433  ELLP ORDER  -  FIFTH     CLASS I
 AA4433
 AA4433.The horizontal coordinates were established by GPS observations
 AA4433.and adjusted by the National Geodetic Survey in November 1994..
 AA4433.The horizontal coordinates are valid at the epoch date displayed above.
 AA4433.The epoch date for horizontal control is a decimal equivalence
 AA4433.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 geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4433.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4433
 AA4433;                    North         East     Units Scale Factor Converg.
 AA4433;UTM  59      -   783,578.938   541,818.197   MT  0.99962164   +0 02 48.2
 AA4433
 AA4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4433!UTM  59      -   0.99999518  x   0.99962164  =   0.99961682
 AA4433
 AA4433                          SUPERSEDED SURVEY CONTROL
 AA4433
 AA4433.No superseded survey control is available for this station.
 AA4433
 AA4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4181883579(NAD 83)
 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 = OCTOBER  6, 2006
 AA4451 ***********************************************************************
 AA4451  DESIGNATION -  FAR
 AA4451  PID         -  AA4451
 AA4451  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4451  USGS QUAD   -  
 AA4451
 AA4451                         *CURRENT SURVEY CONTROL
 AA4451  ___________________________________________________________________
 AA4451* NAD 83(1993)-  09 32 42.02135(N)    221 49 16.18705(W)     ADJUSTED  
 AA4451* LOCAL TIDAL -        83.     (meters)     272.     (feet)  GPS OBS   
 AA4451  ___________________________________________________________________
 AA4451  EPOCH DATE  -        1993.62
 AA4451  X           -  -4,687,909.031 (meters)                     COMP
 AA4451  Y           -   4,194,591.241 (meters)                     COMP
 AA4451  Z           -   1,050,677.352 (meters)                     COMP
 AA4451  ELLIP HEIGHT-         142.50  (meters)          (11/30/94) GPS OBS
 AA4451  GEOID HEIGHT-          59.43  (meters)                     EGM96
 AA4451
 AA4451  HORZ ORDER  -  FIRST
 AA4451  ELLP ORDER  -  FIFTH     CLASS I
 AA4451
 AA4451.The horizontal coordinates were established by GPS observations
 AA4451.and adjusted by the National Geodetic Survey in November 1994..
 AA4451.No horizontal observational check was made to the station.
 AA4451.The horizontal coordinates are valid at the epoch date displayed above.
 AA4451.The epoch date for horizontal control is a decimal equivalence
 AA4451.of Year/Month/Day.
 AA4451
 AA4451.The orthometric height was determined by GPS observations and a
 AA4451.high-resolution geoid model.
 AA4451.No vertical observational check was made to the station.
 AA4451
 AA4451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4451
 AA4451.The ellipsoidal height was determined by GPS observations
 AA4451.and is referenced to NAD 83.
 AA4451
 AA4451.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4451.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4451
 AA4451;                    North         East     Units Scale Factor Converg.
 AA4451;UTM  54      - 1,056,372.620   190,273.684   MT  1.00078729   -0 28 05.5
 AA4451
 AA4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4451!UTM  54      -   0.99997759  x   1.00078729  =   1.00076486
 AA4451
 AA4451                          SUPERSEDED SURVEY CONTROL
 AA4451
 AA4451.No superseded survey control is available for this station.
 AA4451
 AA4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR9027456373(NAD 83)
 AA4451_MARKER: DD = SURVEY DISK
 AA4451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4451_SP_SET: CONCRETE POST
 AA4451_STAMPING: FAR
 AA4451_MARK LOGO: TQDLM 
 AA4451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4451+STABILITY: SURFACE MOTION
 AA4451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4451+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4451
 AA4451  HISTORY     - Date     Condition        Report By
 AA4451  HISTORY     - 1967     MONUMENTED       TQDLM
 AA4451  HISTORY     - 19930824 GOOD             NOS
 AA4451
 AA4451                          STATION DESCRIPTION
 AA4451
 AA4451'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4451'THE STATION IS LOCATED ON THE ISLAND GAGIL-TOMIL, YAP STATE, FEDERATED
 AA4451'STATES OF MICRONESIA. TO REACH THE STATION FROM THE SITE OF THE OLD
 AA4451'COAST GUARD STATION, PROCEED EAST ON A TRACK ROAD FOR ABOUT 1 MI (1.6
 AA4451'KM) TO A POINT OPPOSITE THE STATION.  PACK UPHILL ABOUT 5 MINUTES TO
 AA4451'THE STATION. THE STATION IS A TRUST TERRITORY DISK STAMPED -FAR- AND
 AA4451'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4442 ***********************************************************************
 AA4442  DESIGNATION -  FISHER
 AA4442  PID         -  AA4442
 AA4442  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4442  USGS QUAD   -  
 AA4442
 AA4442                         *CURRENT SURVEY CONTROL
 AA4442  ___________________________________________________________________
 AA4442* NAD 83(1993)-  06 58 46.77335(N)    201 46 25.81370(W)     ADJUSTED  
 AA4442* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4442  ___________________________________________________________________
 AA4442  EPOCH DATE  -        1993.62
 AA4442  X           -  -5,879,536.132 (meters)                     COMP
 AA4442  Y           -   2,348,532.981 (meters)                     COMP
 AA4442  Z           -     769,907.856 (meters)                     COMP
 AA4442  ELLIP HEIGHT-          52.81  (meters)          (11/30/94) GPS OBS
 AA4442  GEOID HEIGHT-          48.99  (meters)                     EGM96
 AA4442
 AA4442  HORZ ORDER  -  FIRST
 AA4442  ELLP ORDER  -  FIFTH     CLASS I
 AA4442
 AA4442.The horizontal coordinates were established by GPS observations
 AA4442.and adjusted by the National Geodetic Survey in November 1994..
 AA4442.No horizontal observational check was made to the station.
 AA4442.The horizontal coordinates are valid at the epoch date displayed above.
 AA4442.The epoch date for horizontal control is a decimal equivalence
 AA4442.of Year/Month/Day.
 AA4442
 AA4442.The orthometric height was determined by GPS observations and a
 AA4442.high-resolution geoid model.
 AA4442.No vertical observational check was made to the station.
 AA4442
 AA4442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4442
 AA4442.The ellipsoidal height was determined by GPS observations
 AA4442.and is referenced to NAD 83.
 AA4442
 AA4442.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4442.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4442
 AA4442;                    North         East     Units Scale Factor Converg.
 AA4442;UTM  57      -   771,570.415   414,522.658   MT  0.99969043   -0 05 38.5
 AA4442
 AA4442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4442!UTM  57      -   0.99999169  x   0.99969043  =   0.99968213
 AA4442
 AA4442                          SUPERSEDED SURVEY CONTROL
 AA4442
 AA4442.No superseded survey control is available for this station.
 AA4442
 AA4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 57NVH1452371570(NAD 83)
 AA4442_MARKER: DD = SURVEY DISK
 AA4442_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA4442_SP_SET: CONCRETE PIER
 AA4442_STAMPING: FISHER 1993
 AA4442_MARK LOGO: NOS   
 AA4442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4442+STABILITY: SURFACE MOTION
 AA4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4442+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4442
 AA4442  HISTORY     - Date     Condition        Report By
 AA4442  HISTORY     - 1993     MONUMENTED       NOS
 AA4442
 AA4442                          STATION DESCRIPTION
 AA4442
 AA4442'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4442'THE STATION IS LOCATED IN POHNPEI, FEDERATED STATES OF MICRONESIA AT
 AA4442'THE NET POINT PIER. TO REACH THE STATION FROM THE ENTRANCE ROAD TO THE
 AA4442'VILLAGE HOTEL, DRIVE WEST OF THE MAIN PAVED ROAD TO KOLONIA FOR 3.4 MI
 AA4442'(5.5 KM) TO A DIRT ROAD JUST BEFORE A BRIDGE. TURN RIGHT AND FOLLOW
 AA4442'DIRT ROAD NORTH TO PIER AND STATION. THE STATION IS LOCATED ON THE NW
 AA4442'CORNER OF THE PIER 3 FT (0.9 M) SOUTH OF THE NORTH FACE OF THE PIER, 3
 AA4442'FT (0.9 M) EAST OF THE WEST END OF THE PIER, 34.5 FT (10.5 M)
 AA4442'NORTHEAST OF THE OLD WAREHOUSE FOUNDATION, 8.1 FT (2.5 M) WEST OF THE
 AA4442'CENTER OF THE MOST WESTERLY IRON PIER CLEAT AND 7.3 FT (2.2 M) NORTH
 AA4442'OF THE STEM OF TIDAL BENCH MARK 2 1969.  THE STATION IS A STANDARD NOS
 AA4442'DISK SET IN A DRILL HOLE FLUSH WITH THE CONCRETE PIER STAMPED STAMPED
 AA4442'-FISHER 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4430 ***********************************************************************
 AA4430  DESIGNATION -  FK
 AA4430  PID         -  AA4430
 AA4430  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4430  USGS QUAD   -  
 AA4430
 AA4430                         *CURRENT SURVEY CONTROL
 AA4430  ___________________________________________________________________
 AA4430* NAD 83(1993)-  07 22 07.91317(N)    225 27 44.73297(W)     ADJUSTED  
 AA4430* LOCAL TIDAL -        64.     (meters)     210.     (feet)  GPS OBS   
 AA4430  ___________________________________________________________________
 AA4430  EPOCH DATE  -        1993.62
 AA4430  X           -  -4,436,866.409 (meters)                     COMP
 AA4430  Y           -   4,509,069.311 (meters)                     COMP
 AA4430  Z           -     812,623.981 (meters)                     COMP
 AA4430  ELLIP HEIGHT-         130.61  (meters)          (11/30/94) GPS OBS
 AA4430  GEOID HEIGHT-          66.05  (meters)                     EGM96
 AA4430
 AA4430  HORZ ORDER  -  FIRST
 AA4430  ELLP ORDER  -  FIFTH     CLASS I
 AA4430
 AA4430.The horizontal coordinates were established by GPS observations
 AA4430.and adjusted by the National Geodetic Survey in November 1994..
 AA4430.No horizontal observational check was made to the station.
 AA4430.The horizontal coordinates are valid at the epoch date displayed above.
 AA4430.The epoch date for horizontal control is a decimal equivalence
 AA4430.of Year/Month/Day.
 AA4430
 AA4430.The orthometric height was determined by GPS observations and a
 AA4430.high-resolution geoid model.
 AA4430.No vertical observational check was made to the station.
 AA4430
 AA4430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4430
 AA4430.The ellipsoidal height was determined by GPS observations
 AA4430.and is referenced to NAD 83.
 AA4430
 AA4430.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4430.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4430
 AA4430;                    North         East     Units Scale Factor Converg.
 AA4430;UTM  53      -   814,552.326   448,965.212   MT  0.99963223   -0 03 33.5
 AA4430
 AA4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4430!UTM  53      -   0.99997946  x   0.99963223  =   0.99961169
 AA4430
 AA4430                          SUPERSEDED SURVEY CONTROL
 AA4430
 AA4430.No superseded survey control is available for this station.
 AA4430
 AA4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 53NMJ4896514552(NAD 83)
 AA4430_MARKER: DD = SURVEY DISK
 AA4430_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4430_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AA4430_STAMPING: FK
 AA4430_MARK LOGO: TQDLM 
 AA4430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4430+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4430
 AA4430  HISTORY     - Date     Condition        Report By
 AA4430  HISTORY     - 1993     MONUMENTED       TQDLM
 AA4430
 AA4430                          STATION DESCRIPTION
 AA4430
 AA4430'DESCRIBED BY TRUST TERR OF PACIFIC ISLANDS DIV OF L 1993 (FK)
 AA4430'THE STATION IS LOCATED ON THE PALAU ISLANDS ON THE AIRPORT AT KORROR.
 AA4430'THE STATION IS LOCATED .3 MI (0.5 KM) EAST OF THE WEST END OF THE
 AA4430'RUNWAY, EVEN WITH THE CENTER OF THE LANDING THRESHOLD BARS AND 100 FT
 AA4430'(30.5 M) BEFORE THE LAST VASI LIGHTS.  IT IS ON A SMALL HILL
 AA4430'APPROXIMATELY 400 FT (121.9 M) FROM THE NORTH SIDE OF THE RUNWAY AND
 AA4430'10 FT (3.0 M) FROM THE FENCE. THE STATION IS A DIVISION OF LAND
 AA4430'MANAGEMENT DISK SET IN CONCRETE AND STAMPED -FK-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4452 ***********************************************************************
 AA4452  DESIGNATION -  GAG
 AA4452  PID         -  AA4452
 AA4452  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4452  USGS QUAD   -  
 AA4452
 AA4452                         *CURRENT SURVEY CONTROL
 AA4452  ___________________________________________________________________
 AA4452* NAD 83(1993)-  09 34 09.22120(N)    221 50 16.18348(W)     ADJUSTED  
 AA4452* LOCAL TIDAL -        45.     (meters)     148.     (feet)  GPS OBS   
 AA4452  ___________________________________________________________________
 AA4452  EPOCH DATE  -        1993.62
 AA4452  X           -  -4,686,329.584 (meters)                     COMP
 AA4452  Y           -   4,195,633.084 (meters)                     COMP
 AA4452  Z           -   1,053,313.039 (meters)                     COMP
 AA4452  ELLIP HEIGHT-         104.72  (meters)          (11/30/94) GPS OBS
 AA4452  GEOID HEIGHT-          59.60  (meters)                     EGM96
 AA4452
 AA4452  HORZ ORDER  -  FIRST
 AA4452  ELLP ORDER  -  FIFTH     CLASS I
 AA4452
 AA4452.The horizontal coordinates were established by GPS observations
 AA4452.and adjusted by the National Geodetic Survey in November 1994..
 AA4452.No horizontal observational check was made to the station.
 AA4452.The horizontal coordinates are valid at the epoch date displayed above.
 AA4452.The epoch date for horizontal control is a decimal equivalence
 AA4452.of Year/Month/Day.
 AA4452
 AA4452.The orthometric height was determined by GPS observations and a
 AA4452.high-resolution geoid model.
 AA4452.No vertical observational check was made to the station.
 AA4452
 AA4452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4452
 AA4452.The ellipsoidal height was determined by GPS observations
 AA4452.and is referenced to NAD 83.
 AA4452
 AA4452.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4452.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4452
 AA4452;                    North         East     Units Scale Factor Converg.
 AA4452;UTM  54      - 1,059,068.775   188,464.660   MT  1.00080120   -0 28 19.7
 AA4452
 AA4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4452!UTM  54      -   0.99998353  x   1.00080120  =   1.00078472
 AA4452
 AA4452                          SUPERSEDED SURVEY CONTROL
 AA4452
 AA4452.No superseded survey control is available for this station.
 AA4452
 AA4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR8846559069(NAD 83)
 AA4452_MARKER: DD = SURVEY DISK
 AA4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4452_SP_SET: CONCRETE POST
 AA4452_STAMPING: GAG
 AA4452_MARK LOGO: TQDLM 
 AA4452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4452+STABILITY: SURFACE MOTION
 AA4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4452+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4452
 AA4452  HISTORY     - Date     Condition        Report By
 AA4452  HISTORY     - 1967     MONUMENTED       TQDLM
 AA4452  HISTORY     - 19930824 GOOD             NOS
 AA4452
 AA4452                          STATION DESCRIPTION
 AA4452
 AA4452'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4452'THE STATION IS LOCATED ON THE ISLAND OF GAGIL-TOMIL, YAP STATE,
 AA4452'FEDERATED STATES OF MICRONESIA. TO REACH THE STATION FROM THE MANTA
 AA4452'RAY HOTEL, TRAVEL NORTH ALONG MAIN ROAD FOR 6.2 MI (10.0 KM) TO A FORK
 AA4452'LEFT.  TURN LEFT AND PROCEED FOR 1.7 MI (2.7 KM) TO A SMALL TARMAC
 AA4452'PARKING PLACE ON THE RIGHT. FROM HERE PACK WEST FOR 200 M (656.2 FT)
 AA4452'TO TOP OF HILL AND STATION. THE STATION IS A TRUST TERRITORY MARK
 AA4452'STAMPED -GAG- SET IN THE TOP OF A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4453 ***********************************************************************
 AA4453  DESIGNATION -  GAR
 AA4453  PID         -  AA4453
 AA4453  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4453  USGS QUAD   -  
 AA4453
 AA4453                         *CURRENT SURVEY CONTROL
 AA4453  ___________________________________________________________________
 AA4453* NAD 83(1993)-  09 34 01.51873(N)    221 52 32.67645(W)     ADJUSTED  
 AA4453* LOCAL TIDAL -        63.     (meters)     207.     (feet)  GPS OBS   
 AA4453  ___________________________________________________________________
 AA4453  EPOCH DATE  -        1993.62
 AA4453  X           -  -4,683,594.756 (meters)                     COMP
 AA4453  Y           -   4,198,771.472 (meters)                     COMP
 AA4453  Z           -   1,053,082.693 (meters)                     COMP
 AA4453  ELLIP HEIGHT-         122.85  (meters)          (11/30/94) GPS OBS
 AA4453  GEOID HEIGHT-          59.89  (meters)                     EGM96
 AA4453
 AA4453  HORZ ORDER  -  FIRST
 AA4453  ELLP ORDER  -  FIFTH     CLASS I
 AA4453
 AA4453.The horizontal coordinates were established by GPS observations
 AA4453.and adjusted by the National Geodetic Survey in November 1994..
 AA4453.No horizontal observational check was made to the station.
 AA4453.The horizontal coordinates are valid at the epoch date displayed above.
 AA4453.The epoch date for horizontal control is a decimal equivalence
 AA4453.of Year/Month/Day.
 AA4453
 AA4453.The orthometric height was determined by GPS observations and a
 AA4453.high-resolution geoid model.
 AA4453.No vertical observational check was made to the station.
 AA4453
 AA4453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4453
 AA4453.The ellipsoidal height was determined by GPS observations
 AA4453.and is referenced to NAD 83.
 AA4453
 AA4453.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4453.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4453
 AA4453;                    North         East     Units Scale Factor Converg.
 AA4453;UTM  54      - 1,058,866.495   184,297.121   MT  1.00083356   -0 28 42.1
 AA4453
 AA4453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4453!UTM  54      -   0.99998068  x   1.00083356  =   1.00081422
 AA4453
 AA4453                          SUPERSEDED SURVEY CONTROL
 AA4453
 AA4453.No superseded survey control is available for this station.
 AA4453
 AA4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR8429758866(NAD 83)
 AA4453_MARKER: DD = SURVEY DISK
 AA4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4453_SP_SET: CONCRETE POST
 AA4453_STAMPING: GAR
 AA4453_MARK LOGO: TQDLM 
 AA4453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4453+STABILITY: SURFACE MOTION
 AA4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4453+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4453
 AA4453  HISTORY     - Date     Condition        Report By
 AA4453  HISTORY     - 1967     MONUMENTED       TQDLM
 AA4453  HISTORY     - 19930824 GOOD             NOS
 AA4453
 AA4453                          STATION DESCRIPTION
 AA4453
 AA4453'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4453'THE STATION IS LOCATED ON THE ISLAND OF YAP, YAP STATE, FEDERATED
 AA4453'STATES OF MICRONESIA. TO REACH FROM THE MANTA RAY HOTEL IN THE TOWN OF
 AA4453'COLONIA, PROCEED NORTH ALONG THE MAIN ROAD FOR 3.6 MI (5.8 KM) TO THE
 AA4453'TRACK ROAD LEFT. THERE IS A SIGNPOST AT THIS LOCATION WHICH READS N
 AA4453'FANIF SCHOOL. TURN LEFT ON TRACK ROAD AND PROCEED FOR .8 MI (1.3 KM)
 AA4453'TO STATION ON TOP OF HILL 300 FT (91.4 M) ON THE LEFT.  THE PACK UP
 AA4453'THE HILL IS ABOUT FIVE MINUTES. THE STATION IS A TRUST TERRITORIES
 AA4453'DISK STAMPED -GAR- SET IN A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4420 ***********************************************************************
 AA4420  DESIGNATION -  GAUGE
 AA4420  PID         -  AA4420
 AA4420  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4420  USGS QUAD   -  
 AA4420
 AA4420                         *CURRENT SURVEY CONTROL
 AA4420  ___________________________________________________________________
 AA4420* NAD 83(1993)-  07 27 25.88693(N)    208 09 36.80044(W)     ADJUSTED  
 AA4420* LOCAL TIDAL -         2.     (meters)       7.     (feet)  GPS OBS   
 AA4420  ___________________________________________________________________
 AA4420  EPOCH DATE  -        1993.62
 AA4420  X           -  -5,575,971.066 (meters)                     COMP
 AA4420  Y           -   2,984,827.214 (meters)                     COMP
 AA4420  Z           -     822,301.457 (meters)                     COMP
 AA4420  ELLIP HEIGHT-          58.95  (meters)          (11/30/94) GPS OBS
 AA4420  GEOID HEIGHT-          55.97  (meters)                     EGM96
 AA4420
 AA4420  HORZ ORDER  -  FIRST
 AA4420  ELLP ORDER  -  FIFTH     CLASS I
 AA4420
 AA4420.The horizontal coordinates were established by GPS observations
 AA4420.and adjusted by the National Geodetic Survey in November 1994..
 AA4420.No horizontal observational check was made to the station.
 AA4420.The horizontal coordinates are valid at the epoch date displayed above.
 AA4420.The epoch date for horizontal control is a decimal equivalence
 AA4420.of Year/Month/Day.
 AA4420
 AA4420.The orthometric height was determined by GPS observations and a
 AA4420.high-resolution geoid model.
 AA4420.No vertical observational check was made to the station.
 AA4420
 AA4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4420
 AA4420.The ellipsoidal height was determined by GPS observations
 AA4420.and is referenced to NAD 83.
 AA4420
 AA4420.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4420.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4420
 AA4420;                    North         East     Units Scale Factor Converg.
 AA4420;UTM  56      -   824,458.478   371,972.516   MT  0.99980286   -0 09 02.2
 AA4420
 AA4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4420!UTM  56      -   0.99999073  x   0.99980286  =   0.99979359
 AA4420
 AA4420                          SUPERSEDED SURVEY CONTROL
 AA4420
 AA4420.No superseded survey control is available for this station.
 AA4420
 AA4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7197324458(NAD 83)
 AA4420_MARKER: DD = SURVEY DISK
 AA4420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4420_SP_SET: CONCRETE SIDEWALK
 AA4420_STAMPING: GAUGE 1993
 AA4420_MARK LOGO: NOS   
 AA4420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4420+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4420
 AA4420  HISTORY     - Date     Condition        Report By
 AA4420  HISTORY     - 1993     MONUMENTED       NOS
 AA4420
 AA4420                          STATION DESCRIPTION
 AA4420
 AA4420'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4420'THE STATION IS LOCATED ON WENO ISLAND, CHUUK STATE, FEDERATED STATES
 AA4420'OF MICRONESIA AT THE NATIONAL WEATHER SERVICE OFFICE NEAR THE CHUUK
 AA4420'INTERNATIONAL AIRPORT. THE STATION 57 FT (17.4 M) SOUTHWEST OF THE
 AA4420'NORTHEAST SIDE OF THE PERIMETER FENCE, 29.5 FT (9.0 M) SOUTHEAST OF
 AA4420'THE NORTHWEST SIDE OF THE PERIMETER FENCE, 26.3 FT (8.0 M) NORTH OF
 AA4420'THE NORTH CORNER OF THE BOTTOM STEP OF A SET OF STEPS LEADING TO THE
 AA4420'ROOF OF THE WEATHER SERVICE MAIN BUILDING AND 4.2 FT (1.3 M) SOUTHEAST
 AA4420'OF THE SUNSHINE MEASURING INSTRUMENT. THE STATION IS SET IN A DRILL
 AA4420'HOLE IN THE SOUTHEAST CORNER OF A 90 DEGREE BEND IN THE CONCRETE
 AA4420'SIDEWALK STAMPED -GAUGE 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AN7336  USGS QUAD   -  
 AN7336
 AN7336                         *CURRENT SURVEY CONTROL
 AN7336  ___________________________________________________________________
 AN7336* NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W)     ADJUSTED  
 AN7336* LOCAL TIDAL -                                                        
 AN7336  ___________________________________________________________________
 AN7336  EPOCH DATE  -        2002.00
 AN7336  X           -  -6,160,880.204 (meters)                     COMP
 AN7336  Y           -   1,339,881.170 (meters)                     COMP
 AN7336  Z           -     960,809.323 (meters)                     COMP
 AN7336  ELLIP HEIGHT-          36.92  (meters)          (10/??/02) GPS OBS
 AN7336  GEOID HEIGHT-          29.27  (meters)                     EGM96
 AN7336
 AN7336  HORZ ORDER  -  SPECIAL (CORS)
 AN7336  ELLP ORDER  -  SPECIAL (CORS)
 AN7336
 AN7336.ITRF positions are available for this station.
 AN7336.The coordinates were established by GPS observations
 AN7336.and adjusted by the National Geodetic Survey in October 2002..
 AN7336.The coordinates are valid at the epoch date displayed above.
 AN7336.The epoch date for horizontal control is a decimal equivalence
 AN7336.of Year/Month/Day.
 AN7336
 AN7336
 AN7336.The PID for the CORS L1 Phase Center is AN7338.
 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 geoid height was determined by EARTH GRAVITY MODEL 96.
 AN7336.The EGM96 model is referenced to the WGS84 ellipsoid.
 AN7336
 AN7336                          SUPERSEDED SURVEY CONTROL
 AN7336
 AN7336  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) c
 AN7336  ELLIP H (05/??/02)   36.86   (m)                       GP(1993.62) c c
 AN7336
 AN7336.Superseded values are not recommended for survey control.
 AN7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7336.See file dsdata.txt to determine how the superseded data were derived.
 AN7336
 AN7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7336_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AN7336
 AN7336                          STATION DESCRIPTION
 AN7336
 AN7336'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AN7336'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AN7336'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AN7336'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AN7336'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AN7336'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN7338 ***********************************************************************
 AN7338  CORS        -  This is a GPS Continuously Operating Reference Station.
 AN7338  DESIGNATION -  KWAJALEIN ATOLL CORS L1 PHASE CENTER
 AN7338  CORS_ID     -  KWJ1
 AN7338  PID         -  AN7338
 AN7338  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AN7338  USGS QUAD   -  
 AN7338
 AN7338                         *CURRENT SURVEY CONTROL
 AN7338  ___________________________________________________________________
 AN7338* NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W)     ADJUSTED  
 AN7338* LOCAL TIDAL -                                                        
 AN7338  ___________________________________________________________________
 AN7338  EPOCH DATE  -        2002.00
 AN7338  X           -  -6,160,880.310 (meters)                     COMP
 AN7338  Y           -   1,339,881.193 (meters)                     COMP
 AN7338  Z           -     960,809.339 (meters)                     COMP
 AN7338  ELLIP HEIGHT-          37.03  (meters)          (10/??/02) GPS OBS
 AN7338  GEOID HEIGHT-          29.27  (meters)                     EGM96
 AN7338
 AN7338  HORZ ORDER  -  SPECIAL (CORS)
 AN7338  ELLP ORDER  -  SPECIAL (CORS)
 AN7338
 AN7338.ITRF positions are available for this station.
 AN7338.The coordinates were established by GPS observations
 AN7338.and adjusted by the National Geodetic Survey in October 2002..
 AN7338.The coordinates are valid at the epoch date displayed above.
 AN7338.The epoch date for horizontal control is a decimal equivalence
 AN7338.of Year/Month/Day.
 AN7338
 AN7338
 AN7338.The PID for the CORS ARP is AN7336.
 AN7338
 AN7338.The XYZ, and position/ellipsoidal ht. are equivalent.
 AN7338
 AN7338.The ellipsoidal height was determined by GPS observations
 AN7338.and is referenced to NAD 83.
 AN7338
 AN7338.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AN7338.The EGM96 model is referenced to the WGS84 ellipsoid.
 AN7338
 AN7338                          SUPERSEDED SURVEY CONTROL
 AN7338
 AN7338  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) c
 AN7338  ELLIP H (05/??/02)   36.97   (m)                       GP(1993.62) c c
 AN7338
 AN7338.Superseded values are not recommended for survey control.
 AN7338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7338.See file dsdata.txt to determine how the superseded data were derived.
 AN7338
 AN7338_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7338_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AN7338
 AN7338                          STATION DESCRIPTION
 AN7338
 AN7338'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AN7338'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AN7338'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AN7338'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AN7338'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AN7338'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN7340 ***********************************************************************
 AN7340  DESIGNATION -  KWAJALEIN MON
 AN7340  PID         -  AN7340
 AN7340  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AN7340  USGS QUAD   -  
 AN7340
 AN7340                         *CURRENT SURVEY CONTROL
 AN7340  ___________________________________________________________________
 AN7340* NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W)     ADJUSTED  
 AN7340* LOCAL TIDAL -                                                        
 AN7340  ___________________________________________________________________
 AN7340  EPOCH DATE  -        2002.00
 AN7340  X           -  -6,160,880.136 (meters)                     COMP
 AN7340  Y           -   1,339,881.155 (meters)                     COMP
 AN7340  Z           -     960,809.312 (meters)                     COMP
 AN7340  ELLIP HEIGHT-          36.85  (meters)          (10/??/02) GPS OBS
 AN7340  GEOID HEIGHT-          29.27  (meters)                     EGM96
 AN7340
 AN7340  HORZ ORDER  -  A
 AN7340  ELLP ORDER  -  FOURTH    CLASS I
 AN7340
 AN7340.ITRF positions are available for this station.
 AN7340.The horizontal coordinates were established by GPS observations
 AN7340.and adjusted by the National Geodetic Survey in October 2002..
 AN7340.The horizontal coordinates are valid at the epoch date displayed above.
 AN7340.The epoch date for horizontal control is a decimal equivalence
 AN7340.of Year/Month/Day.
 AN7340
 AN7340
 AN7340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN7340
 AN7340.The ellipsoidal height was determined by GPS observations
 AN7340.and is referenced to NAD 83.
 AN7340
 AN7340.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AN7340.The EGM96 model is referenced to the WGS84 ellipsoid.
 AN7340
 AN7340;                    North         East     Units Scale Factor Converg.
 AN7340;UTM  58      -   965,225.276   800,428.298   MT  1.00071713   +0 24 51.6
 AN7340
 AN7340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN7340!UTM  58      -   0.99999420  x   1.00071713  =   1.00071133
 AN7340
 AN7340                          SUPERSEDED SURVEY CONTROL
 AN7340
 AN7340  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) A
 AN7340  ELLIP H (05/??/02)   36.79   (m)                       GP(1993.62) 4 1
 AN7340
 AN7340.Superseded values are not recommended for survey control.
 AN7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7340.See file dsdata.txt to determine how the superseded data were derived.
 AN7340
 AN7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7340_STAMPING: UNKNOWN
 AN7340'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'KWJ1'
 AN7340'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AN7340'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AN7340'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AN7340'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AN7340'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AN7340'
 AN7340' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4438 ***********************************************************************
 AA4438  DESIGNATION -  LELU
 AA4438  PID         -  AA4438
 AA4438  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4438  USGS QUAD   -  
 AA4438
 AA4438                         *CURRENT SURVEY CONTROL
 AA4438  ___________________________________________________________________
 AA4438* NAD 83(1993)-  05 19 48.70398(N)    196 58 30.98194(W)     ADJUSTED  
 AA4438* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4438  ___________________________________________________________________
 AA4438  EPOCH DATE  -        1993.62
 AA4438  X           -  -6,074,085.916 (meters)                     COMP
 AA4438  Y           -   1,854,168.375 (meters)                     COMP
 AA4438  Z           -     588,553.816 (meters)                     COMP
 AA4438  ELLIP HEIGHT-          43.79  (meters)          (11/30/94) GPS OBS
 AA4438  GEOID HEIGHT-          39.76  (meters)                     EGM96
 AA4438
 AA4438  HORZ ORDER  -  FIRST
 AA4438  ELLP ORDER  -  FIFTH     CLASS I
 AA4438
 AA4438.The horizontal coordinates were established by GPS observations
 AA4438.and adjusted by the National Geodetic Survey in November 1994..
 AA4438.No horizontal observational check was made to the station.
 AA4438.The horizontal coordinates are valid at the epoch date displayed above.
 AA4438.The epoch date for horizontal control is a decimal equivalence
 AA4438.of Year/Month/Day.
 AA4438
 AA4438.The orthometric height was determined by GPS observations and a
 AA4438.high-resolution geoid model.
 AA4438.No vertical observational check was made to the station.
 AA4438
 AA4438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4438
 AA4438.The ellipsoidal height was determined by GPS observations
 AA4438.and is referenced to NAD 83.
 AA4438
 AA4438.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4438.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4438
 AA4438;                    North         East     Units Scale Factor Converg.
 AA4438;UTM  58      -   589,514.419   281,102.806   MT  1.00019313   -0 11 00.8
 AA4438
 AA4438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4438!UTM  58      -   0.99999311  x   1.00019313  =   1.00018624
 AA4438
 AA4438                          SUPERSEDED SURVEY CONTROL
 AA4438
 AA4438.No superseded survey control is available for this station.
 AA4438
 AA4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 58NBL8110389514(NAD 83)
 AA4438_MARKER: DD = SURVEY DISK
 AA4438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA4438_SP_SET: PIER
 AA4438_STAMPING: LELU 1993
 AA4438_MARK LOGO: NOS   
 AA4438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4438+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4438
 AA4438  HISTORY     - Date     Condition        Report By
 AA4438  HISTORY     - 1993     MONUMENTED       NOS
 AA4438
 AA4438                          STATION DESCRIPTION
 AA4438
 AA4438'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4438'THE STATION IS LOCATED IN KOSRAE, FEDERATED STATES OF MICRONESIA IN
 AA4438'THE TOWN OF LELU.  THE MARK IS SET IN THE PIER IN THE TOWN OF LELU IN
 AA4438'THE VICINITY OF BM 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4431 ***********************************************************************
 AA4431  DESIGNATION -  LIAN
 AA4431  PID         -  AA4431
 AA4431  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4431  USGS QUAD   -  
 AA4431
 AA4431                         *CURRENT SURVEY CONTROL
 AA4431  ___________________________________________________________________
 AA4431* NAD 83(1993)-  07 22 05.41790(N)    225 27 01.95407(W)     ADJUSTED  
 AA4431* LOCAL TIDAL -        57.     (meters)     187.     (feet)  GPS OBS   
 AA4431  ___________________________________________________________________
 AA4431  EPOCH DATE  -        1993.62
 AA4431  X           -  -4,437,803.742 (meters)                     COMP
 AA4431  Y           -   4,508,151.309 (meters)                     COMP
 AA4431  Z           -     812,547.102 (meters)                     COMP
 AA4431  ELLIP HEIGHT-         123.94  (meters)          (11/30/94) GPS OBS
 AA4431  GEOID HEIGHT-          65.92  (meters)                     EGM96
 AA4431
 AA4431  HORZ ORDER  -  FIRST
 AA4431  ELLP ORDER  -  FIFTH     CLASS I
 AA4431
 AA4431.The horizontal coordinates were established by GPS observations
 AA4431.and adjusted by the National Geodetic Survey in November 1994..
 AA4431.No horizontal observational check was made to the station.
 AA4431.The horizontal coordinates are valid at the epoch date displayed above.
 AA4431.The epoch date for horizontal control is a decimal equivalence
 AA4431.of Year/Month/Day.
 AA4431
 AA4431.The orthometric height was determined by GPS observations and a
 AA4431.high-resolution geoid model.
 AA4431.No vertical observational check was made to the station.
 AA4431
 AA4431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4431
 AA4431.The ellipsoidal height was determined by GPS observations
 AA4431.and is referenced to NAD 83.
 AA4431
 AA4431.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4431.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4431
 AA4431;                    North         East     Units Scale Factor Converg.
 AA4431;UTM  53      -   814,474.359   450,276.610   MT  0.99963060   -0 03 28.0
 AA4431
 AA4431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4431!UTM  53      -   0.99998051  x   0.99963060  =   0.99961111
 AA4431
 AA4431                          SUPERSEDED SURVEY CONTROL
 AA4431
 AA4431.No superseded survey control is available for this station.
 AA4431
 AA4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 53NMJ5027714474(NAD 83)
 AA4431_MARKER: DD = SURVEY DISK
 AA4431_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4431_SP_SET: IRREGULAR CONCRETE MASS
 AA4431_STAMPING: LIAN
 AA4431_MARK LOGO: TQDLM 
 AA4431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4431+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4431
 AA4431  HISTORY     - Date     Condition        Report By
 AA4431  HISTORY     - 1993     MONUMENTED       TQDLM
 AA4431
 AA4431                          STATION DESCRIPTION
 AA4431
 AA4431'DESCRIBED BY TRUST TERR OF PACIFIC ISLANDS DIV OF L 1993 (FK)
 AA4431'THE STATION IS LOCATED ON THE PALAU ISLANDS, AT THE AIRPORT AT KORROR
 AA4431'NEAR THE EAST END OF THE RUNWAY.  THE STATION IS LOCATED .35 MI (0.56
 AA4431'KM) W OF THE E END OF THE RUNWAY AND .1 MI (0.2 KM) WEST OF THE
 AA4431'LANDING THRESHOLD BARS. IT IS LOCATED APPROXIMATELY 400 FT (121.9 M) N
 AA4431'OF THE RUNWAY AND 10 FT (3.0 M) FROM THE FENCE WHERE THE FENCE MAKES A
 AA4431'JOG TO THE NORTH. THE STATION IS A STANDARD DIVISION OF LAND
 AA4431'MANAGEMENT DISK SET IN CONCRETE AND LEVEL WITH THE GROUND STAMPED
 AA4431'-LIAN-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4421 ***********************************************************************
 AA4421  DESIGNATION -  LIGHT 1
 AA4421  PID         -  AA4421
 AA4421  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4421  USGS QUAD   -  
 AA4421
 AA4421                         *CURRENT SURVEY CONTROL
 AA4421  ___________________________________________________________________
 AA4421* NAD 83(1993)-  07 26 54.27854(N)    208 06 13.73086(W)     ADJUSTED  
 AA4421* LOCAL TIDAL -       106.     (meters)     348.     (feet)  GPS OBS   
 AA4421  ___________________________________________________________________
 AA4421  EPOCH DATE  -        1993.62
 AA4421  X           -  -5,579,108.484 (meters)                     COMP
 AA4421  Y           -   2,979,443.799 (meters)                     COMP
 AA4421  Z           -     821,352.035 (meters)                     COMP
 AA4421  ELLIP HEIGHT-         162.34  (meters)          (11/30/94) GPS OBS
 AA4421  GEOID HEIGHT-          55.82  (meters)                     EGM96
 AA4421
 AA4421  HORZ ORDER  -  FIRST
 AA4421  ELLP ORDER  -  FIFTH     CLASS I
 AA4421
 AA4421.The horizontal coordinates were established by GPS observations
 AA4421.and adjusted by the National Geodetic Survey in November 1994..
 AA4421.No horizontal observational check was made to the station.
 AA4421.The horizontal coordinates are valid at the epoch date displayed above.
 AA4421.The epoch date for horizontal control is a decimal equivalence
 AA4421.of Year/Month/Day.
 AA4421
 AA4421.The orthometric height was determined by GPS observations and a
 AA4421.high-resolution geoid model.
 AA4421.No vertical observational check was made to the station.
 AA4421
 AA4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4421
 AA4421.The ellipsoidal height was determined by GPS observations
 AA4421.and is referenced to NAD 83.
 AA4421
 AA4421.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4421.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4421
 AA4421;                    North         East     Units Scale Factor Converg.
 AA4421;UTM  56      -   823,471.708   378,195.357   MT  0.99978362   -0 08 35.2
 AA4421
 AA4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4421!UTM  56      -   0.99997447  x   0.99978362  =   0.99975809
 AA4421
 AA4421                          SUPERSEDED SURVEY CONTROL
 AA4421
 AA4421.No superseded survey control is available for this station.
 AA4421
 AA4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7819523472(NAD 83)
 AA4421_MARKER: 13 = LIGHTHOUSE
 AA4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4421+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 AA4421
 AA4421  HISTORY     - Date     Condition        Report By
 AA4421  HISTORY     - 1970     FIRST OBSERVED   DOD
 AA4421  HISTORY     - 19930828 GOOD             NOS
 AA4421
 AA4421                          STATION DESCRIPTION
 AA4421
 AA4421'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4421'THE STATION IS LOCATED ON THE EAST SIDE OF WONO ISLAND, CHUUK STATE,
 AA4421'FEDERATED STATES OF MICRONESIA AT THE CENTER OF THE TOP OF AN OLD
 AA4421'ABANDONED LIGHTHOUSE. THE STATION IS BEST REACHED BY PACKING NORTH AND
 AA4421'UP FROM THE VILLIAGE OF SAPUK.  ACCESS TO THE PROPERTY SHOULD BE
 AA4421'OBTAINED FROM THE PROPERTY OWNER.  AS WITH EVERYTHING IN THE FSM,
 AA4421'EXPECT TO PAY A FEE. THE STATION IS THE TOP OF THE CENTER OF AN OLD
 AA4421'ABANDONED LIGHTHOUSE, DETERMINED BY MEASURING THE CENTER OF THE 6 INCH
 AA4421'METAL PIPE THAT PROJECTS SLIGHTLY ABOVE THE CIRCULAR 3.4 FT (1.0 M)
 AA4421'DIAMETER METAL BASE PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4454 ***********************************************************************
 AA4454  DESIGNATION -  MAD
 AA4454  PID         -  AA4454
 AA4454  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4454  USGS QUAD   -  
 AA4454
 AA4454                         *CURRENT SURVEY CONTROL
 AA4454  ___________________________________________________________________
 AA4454* NAD 83(1993)-  09 31 36.24284(N)    221 52 58.44400(W)     ADJUSTED  
 AA4454* LOCAL TIDAL -       123.     (meters)     404.     (feet)  GPS OBS   
 AA4454  ___________________________________________________________________
 AA4454  EPOCH DATE  -        1993.62
 AA4454  X           -  -4,683,665.112 (meters)                     COMP
 AA4454  Y           -   4,199,890.009 (meters)                     COMP
 AA4454  Z           -   1,048,690.898 (meters)                     COMP
 AA4454  ELLIP HEIGHT-         182.46  (meters)          (11/30/94) GPS OBS
 AA4454  GEOID HEIGHT-          59.87  (meters)                     EGM96
 AA4454
 AA4454  HORZ ORDER  -  FIRST
 AA4454  ELLP ORDER  -  FIFTH     CLASS I
 AA4454
 AA4454.The horizontal coordinates were established by GPS observations
 AA4454.and adjusted by the National Geodetic Survey in November 1994..
 AA4454.No horizontal observational check was made to the station.
 AA4454.The horizontal coordinates are valid at the epoch date displayed above.
 AA4454.The epoch date for horizontal control is a decimal equivalence
 AA4454.of Year/Month/Day.
 AA4454
 AA4454.The orthometric height was determined by GPS observations and a
 AA4454.high-resolution geoid model.
 AA4454.No vertical observational check was made to the station.
 AA4454
 AA4454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4454
 AA4454.The ellipsoidal height was determined by GPS observations
 AA4454.and is referenced to NAD 83.
 AA4454
 AA4454.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4454.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4454
 AA4454;                    North         East     Units Scale Factor Converg.
 AA4454;UTM  54      - 1,054,406.083   183,473.404   MT  1.00084001   -0 28 39.2
 AA4454
 AA4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4454!UTM  54      -   0.99997130  x   1.00084001  =   1.00081129
 AA4454
 AA4454                          SUPERSEDED SURVEY CONTROL
 AA4454
 AA4454.No superseded survey control is available for this station.
 AA4454
 AA4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR8347354406(NAD 83)
 AA4454_MARKER: DD = SURVEY DISK
 AA4454_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4454_SP_SET: IRREGULAR CONCRETE MASS
 AA4454_STAMPING: MAD
 AA4454_MARK LOGO: NONE  
 AA4454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4454+STABILITY: POSITION/ELEVATION WELL
 AA4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4454+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4454
 AA4454  HISTORY     - Date     Condition        Report By
 AA4454  HISTORY     - 1993     MONUMENTED       YAP
 AA4454
 AA4454                          STATION DESCRIPTION
 AA4454
 AA4454'DESCRIBED BY YAP STATE 1993 (MN)
 AA4454'THE STATION IS LOCATED ON THE ISLAND OF YAP, YAP STATE, FEDERATED
 AA4454'STATES OF MICRONESIA. TO REACH THE STATION FROM THE STATE SURVEY
 AA4454'OFFICE, PROCEED .1 MI (0.2 KM) WEST ALONG PAVED ROAD TO PAVED ROAD
 AA4454'RIGHT, THERE IS A STATUE OF JESUS ON THE CORNER.  TURN RIGHT AND
 AA4454'PROCEED UP PAVED ROAD FOR .25 MI (0.40 KM) TO A Y JUNCTION.  ROAD WILL
 AA4454'TURN TO DIRT BY THIS POINT. TURN AND FOLLOW ROAD TO RIGHT FOR .4 MI
 AA4454'(0.6 KM) TO A HILL AND STATION TO RIGHT.  THE STATION IS TO THE RIGHT
 AA4454'OF THE TRACK ROAD BY ABOUT 20 M (65.6 FT) SET ON A SMALL RISE CLOSE TO
 AA4454'A WOODEN TELEPHONE POLE.  A FOUR WHEEL DRIVE VEHICLE IS REQUIRED TO
 AA4454'REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4434 ***********************************************************************
 AA4434  FBN         -  This is a Federal Base Network Control Station.
 AA4434  DESIGNATION -  MAJ A
 AA4434  PID         -  AA4434
 AA4434  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4434  USGS QUAD   -  
 AA4434
 AA4434                         *CURRENT SURVEY CONTROL
 AA4434  ___________________________________________________________________
 AA4434* NAD 83(1993)-  07 03 58.21280(N)    188 43 16.71491(W)     ADJUSTED  
 AA4434* LOCAL TIDAL -         3.2    (meters)      10.     (feet)  GPS OBS   
 AA4434  ___________________________________________________________________
 AA4434  EPOCH DATE  -        1993.62
 AA4434  X           -  -6,256,854.005 (meters)                     COMP
 AA4434  Y           -     959,814.906 (meters)                     COMP
 AA4434  Z           -     779,400.787 (meters)                     COMP
 AA4434  ELLIP HEIGHT-          30.94  (meters)          (11/30/94) GPS OBS
 AA4434  GEOID HEIGHT-          26.81  (meters)                     EGM96
 AA4434
 AA4434  HORZ ORDER  -  A
 AA4434  ELLP ORDER  -  THIRD     CLASS II
 AA4434
 AA4434.The horizontal coordinates were established by GPS observations
 AA4434.and adjusted by the National Geodetic Survey in November 1994..
 AA4434.The horizontal coordinates are valid at the epoch date displayed above.
 AA4434.The epoch date for horizontal control is a decimal equivalence
 AA4434.of Year/Month/Day.
 AA4434
 AA4434.The orthometric height was determined by GPS observations and a
 AA4434.high-resolution geoid model.
 AA4434
 AA4434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4434
 AA4434.The ellipsoidal height was determined by GPS observations
 AA4434.and is referenced to NAD 83.
 AA4434
 AA4434.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4434.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4434
 AA4434;                    North         East     Units Scale Factor Converg.
 AA4434;UTM  59      -   781,072.973   530,777.392   MT  0.99961172   +0 02 03.4
 AA4434
 AA4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4434!UTM  59      -   0.99999513  x   0.99961172  =   0.99960686
 AA4434
 AA4434:                Primary Azimuth Mark                     Grid Az
 AA4434:UTM  59      -  MAJ B                                    066 53 33.8
 AA4434
 AA4434|---------------------------------------------------------------------|
 AA4434| PID    Reference Object                     Distance      Geod. Az  |
 AA4434|                                                           dddmmss.s |
 AA4434| AA4435 MAJ B                               467.527 METERS 0665537.2 |
 AA4434|---------------------------------------------------------------------|
 AA4434
 AA4434                          SUPERSEDED SURVEY CONTROL
 AA4434
 AA4434  NAD 83(1993)-  07 03 58.21280(N)    188 43 16.71491(W) AD(1993.62) 1
 AA4434
 AA4434.Superseded values are not recommended for survey control.
 AA4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4434.See file dsdata.txt to determine how the superseded data were derived.
 AA4434
 AA4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH3077781073(NAD 83)
 AA4434_MARKER: DD = SURVEY DISK
 AA4434_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4434+WITH SETTING: PAVEMENT
 AA4434_SP_SET: CONCRETE PAD
 AA4434_STAMPING: MAJ A
 AA4434_MARK LOGO: NOS   
 AA4434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4434+STABILITY: SURFACE MOTION
 AA4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4434+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4434
 AA4434  HISTORY     - Date     Condition        Report By
 AA4434  HISTORY     - 1993     MONUMENTED       NOS
 AA4434
 AA4434                          STATION DESCRIPTION
 AA4434
 AA4434'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4434'THE STATION IS LOCATED ON MAJURO ATOLL, REPUBLIC OF THE MARSHALL
 AA4434'ISLANDS AT THE MARSHALL ISLANDS INTERNATIONAL AIRPORT. THE STATION IS
 AA4434'SW OF THE TERMINAL RAMP ON THE SOUTH SIDE OF THE RUNWAY AT THE MOST
 AA4434'WESTERLY PAIR OF VISUAL APPROACH SLOPE INDICATOR LIGHTS FOR RUNWAY END
 AA4434'25.  IT IS 12 FT (3.7 M) SE OF THE SW CORNER OF THE CONCRETE PAD
 AA4434'SUPPORTING THE SOUTHEASTERLY OF TWO VASI LIGHTS, 44 FT (13.4 M) NW OF
 AA4434'THE SOUTHERLY EDGE OF THE WATER CATCHMENT PAVEMENT, 71.5 FT (21.8 M)
 AA4434'SE OF A RUNWAY LIGHT AND 79 FT (24.1 M) S OF THE CENTER OF A MANHOLE
 AA4434'COVER. THE STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE 1 FT
 AA4434'(0.3 M) SE OF THE NW EDGE AND 1 FT (0.3 M) NE OF THE SW EDGE OF A 6 FT
 AA4434'(1.8 M) BY 6.5 FT (2.0 M) CONCRETE PAD AND STAMPED -MAJ A 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4435 ***********************************************************************
 AA4435  DESIGNATION -  MAJ B
 AA4435  PID         -  AA4435
 AA4435  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4435  USGS QUAD   -  
 AA4435
 AA4435                         *CURRENT SURVEY CONTROL
 AA4435  ___________________________________________________________________
 AA4435* NAD 83(1993)-  07 04 04.17716(N)    188 43 02.69906(W)     ADJUSTED  
 AA4435* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4435  ___________________________________________________________________
 AA4435  EPOCH DATE  -        1993.62
 AA4435  X           -  -6,256,897.017 (meters)                     COMP
 AA4435  Y           -     959,386.343 (meters)                     COMP
 AA4435  Z           -     779,582.630 (meters)                     COMP
 AA4435  ELLIP HEIGHT-          31.03  (meters)          (11/30/94) GPS OBS
 AA4435  GEOID HEIGHT-          26.82  (meters)                     EGM96
 AA4435
 AA4435  HORZ ORDER  -  FIRST
 AA4435  ELLP ORDER  -  FIFTH     CLASS I
 AA4435
 AA4435.The horizontal coordinates were established by GPS observations
 AA4435.and adjusted by the National Geodetic Survey in November 1994..
 AA4435.No horizontal observational check was made to the station.
 AA4435.The horizontal coordinates are valid at the epoch date displayed above.
 AA4435.The epoch date for horizontal control is a decimal equivalence
 AA4435.of Year/Month/Day.
 AA4435
 AA4435.The orthometric height was determined by GPS observations and a
 AA4435.high-resolution geoid model.
 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 geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4435.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4435
 AA4435;                    North         East     Units Scale Factor Converg.
 AA4435;UTM  59      -   781,256.384   531,207.243   MT  0.99961205   +0 02 05.2
 AA4435
 AA4435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4435!UTM  59      -   0.99999512  x   0.99961205  =   0.99960717
 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.No superseded survey control is available for this station.
 AA4435
 AA4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH3120781256(NAD 83)
 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 - 1993
 AA4435
 AA4435  HISTORY     - Date     Condition        Report By
 AA4435  HISTORY     - 1993     MONUMENTED       NOS
 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-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4436 ***********************************************************************
 AA4436  DESIGNATION -  MAJ C
 AA4436  PID         -  AA4436
 AA4436  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4436  USGS QUAD   -  
 AA4436
 AA4436                         *CURRENT SURVEY CONTROL
 AA4436  ___________________________________________________________________
 AA4436* NAD 83(1993)-  07 03 47.98528(N)    188 44 11.42067(W)     ADJUSTED  
 AA4436* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4436  ___________________________________________________________________
 AA4436  EPOCH DATE  -        1993.62
 AA4436  X           -  -6,256,637.543 (meters)                     COMP
 AA4436  Y           -     961,480.210 (meters)                     COMP
 AA4436  Z           -     779,089.000 (meters)                     COMP
 AA4436  ELLIP HEIGHT-          31.07  (meters)          (11/30/94) GPS OBS
 AA4436  GEOID HEIGHT-          26.77  (meters)                     EGM96
 AA4436
 AA4436  HORZ ORDER  -  FIRST
 AA4436  ELLP ORDER  -  FIFTH     CLASS I
 AA4436
 AA4436.The horizontal coordinates were established by GPS observations
 AA4436.and adjusted by the National Geodetic Survey in November 1994..
 AA4436.No horizontal observational check was made to the station.
 AA4436.The horizontal coordinates are valid at the epoch date displayed above.
 AA4436.The epoch date for horizontal control is a decimal equivalence
 AA4436.of Year/Month/Day.
 AA4436
 AA4436.The orthometric height was determined by GPS observations and a
 AA4436.high-resolution geoid model.
 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 geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4436.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4436
 AA4436;                    North         East     Units Scale Factor Converg.
 AA4436;UTM  59      -   780,757.931   529,099.370   MT  0.99961048   +0 01 56.6
 AA4436
 AA4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4436!UTM  59      -   0.99999511  x   0.99961048  =   0.99960559
 AA4436
 AA4436                          SUPERSEDED SURVEY CONTROL
 AA4436
 AA4436.No superseded survey control is available for this station.
 AA4436
 AA4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH2909980758(NAD 83)
 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 - 1993
 AA4436
 AA4436  HISTORY     - Date     Condition        Report By
 AA4436  HISTORY     - 1993     MONUMENTED       NOS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4437 ***********************************************************************
 AA4437  DESIGNATION -  MAJURO
 AA4437  PID         -  AA4437
 AA4437  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4437  USGS QUAD   -  
 AA4437
 AA4437                         *CURRENT SURVEY CONTROL
 AA4437  ___________________________________________________________________
 AA4437* NAD 83(1993)-  07 06 20.67540(N)    188 37 39.52212(W)     ADJUSTED  
 AA4437* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4437  ___________________________________________________________________
 AA4437  EPOCH DATE  -        1993.62
 AA4437  X           -  -6,257,880.859 (meters)                     COMP
 AA4437  Y           -     949,504.193 (meters)                     COMP
 AA4437  Z           -     783,743.789 (meters)                     COMP
 AA4437  ELLIP HEIGHT-          30.85  (meters)          (11/30/94) GPS OBS
 AA4437  GEOID HEIGHT-          27.10  (meters)                     EGM96
 AA4437
 AA4437  HORZ ORDER  -  FIRST
 AA4437  ELLP ORDER  -  FIFTH     CLASS I
 AA4437
 AA4437.The horizontal coordinates were established by GPS observations
 AA4437.and adjusted by the National Geodetic Survey in November 1994..
 AA4437.No horizontal observational check was made to the station.
 AA4437.The horizontal coordinates are valid at the epoch date displayed above.
 AA4437.The epoch date for horizontal control is a decimal equivalence
 AA4437.of Year/Month/Day.
 AA4437
 AA4437.The orthometric height was determined by GPS observations and a
 AA4437.high-resolution geoid model.
 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 geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4437.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4437
 AA4437;                    North         East     Units Scale Factor Converg.
 AA4437;UTM  59      -   785,454.960   541,117.943   MT  0.99962092   +0 02 45.8
 AA4437
 AA4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4437!UTM  59      -   0.99999515  x   0.99962092  =   0.99961607
 AA4437
 AA4437                          SUPERSEDED SURVEY CONTROL
 AA4437
 AA4437.No superseded survey control is available for this station.
 AA4437
 AA4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 59NNH4111885455(NAD 83)
 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-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7980 ***********************************************************************
 DF7980  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7980  DESIGNATION -  MARIANA ISLAND CORS ARP
 DF7980  CORS_ID     -  CNMR
 DF7980  PID         -  DF7980
 DF7980  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 DF7980  USGS QUAD   -  
 DF7980
 DF7980                         *CURRENT SURVEY CONTROL
 DF7980  ___________________________________________________________________
 DF7980* NAD 83(CORS)-  15 13 46.88121(N)    214 15 24.83954(W)     ADJUSTED  
 DF7980* LOCAL TIDAL -                                                        
 DF7980  ___________________________________________________________________
 DF7980  EPOCH DATE  -        2002.00
 DF7980  X           -  -5,087,756.996 (meters)                     COMP
 DF7980  Y           -   3,465,027.246 (meters)                     COMP
 DF7980  Z           -   1,664,652.362 (meters)                     COMP
 DF7980  ELLIP HEIGHT-          62.43  (meters)          (11/??/05) GPS OBS
 DF7980  GEOID HEIGHT-          53.11  (meters)                     EGM96
 DF7980
 DF7980  HORZ ORDER  -  SPECIAL (CORS)
 DF7980  ELLP ORDER  -  SPECIAL (CORS)
 DF7980
 DF7980.ITRF positions are available for this station.
 DF7980.The coordinates were established by GPS observations
 DF7980.and adjusted by the National Geodetic Survey in November 2005..
 DF7980.The coordinates are valid at the epoch date displayed above.
 DF7980.The epoch date for horizontal control is a decimal equivalence
 DF7980.of Year/Month/Day.
 DF7980
 DF7980
 DF7980.The PID for the CORS L1 Phase Center is DF7981.
 DF7980
 DF7980.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7980
 DF7980.The ellipsoidal height was determined by GPS observations
 DF7980.and is referenced to NAD 83.
 DF7980
 DF7980.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DF7980.The EGM96 model is referenced to the WGS84 ellipsoid.
 DF7980
 DF7980                          SUPERSEDED SURVEY CONTROL
 DF7980
 DF7980  NAD 83(CORS)-  15 13 46.87975(N)    214 15 24.83757(W) AD(2002.00) c
 DF7980  ELLIP H (09/??/03)   62.45   (m)                       GP(2002.00) c c
 DF7980
 DF7980.Superseded values are not recommended for survey control.
 DF7980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7980.See file dsdata.txt to determine how the superseded data were derived.
 DF7980
 DF7980_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6501084120(NAD 83)
 DF7980_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7980
 DF7980                          STATION DESCRIPTION
 DF7980
 DF7980'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DF7980'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7980'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7980'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7980'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7980'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7981 ***********************************************************************
 DF7981  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7981  DESIGNATION -  MARIANA ISLAND CORS L1 PHASE CENTER
 DF7981  CORS_ID     -  CNMR
 DF7981  PID         -  DF7981
 DF7981  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 DF7981  USGS QUAD   -  
 DF7981
 DF7981                         *CURRENT SURVEY CONTROL
 DF7981  ___________________________________________________________________
 DF7981* NAD 83(CORS)-  15 13 46.88119(N)    214 15 24.83955(W)     ADJUSTED  
 DF7981* LOCAL TIDAL -                                                        
 DF7981  ___________________________________________________________________
 DF7981  EPOCH DATE  -        2002.00
 DF7981  X           -  -5,087,757.060 (meters)                     COMP
 DF7981  Y           -   3,465,027.290 (meters)                     COMP
 DF7981  Z           -   1,664,652.382 (meters)                     COMP
 DF7981  ELLIP HEIGHT-          62.51  (meters)          (11/??/05) GPS OBS
 DF7981  GEOID HEIGHT-          53.11  (meters)                     EGM96
 DF7981
 DF7981  HORZ ORDER  -  SPECIAL (CORS)
 DF7981  ELLP ORDER  -  SPECIAL (CORS)
 DF7981
 DF7981.ITRF positions are available for this station.
 DF7981.The coordinates were established by GPS observations
 DF7981.and adjusted by the National Geodetic Survey in November 2005..
 DF7981.The coordinates are valid at the epoch date displayed above.
 DF7981.The epoch date for horizontal control is a decimal equivalence
 DF7981.of Year/Month/Day.
 DF7981
 DF7981
 DF7981.The PID for the CORS ARP is DF7980.
 DF7981
 DF7981.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7981
 DF7981.The ellipsoidal height was determined by GPS observations
 DF7981.and is referenced to NAD 83.
 DF7981
 DF7981.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DF7981.The EGM96 model is referenced to the WGS84 ellipsoid.
 DF7981
 DF7981                          SUPERSEDED SURVEY CONTROL
 DF7981
 DF7981  NAD 83(CORS)-  15 13 46.87973(N)    214 15 24.83758(W) AD(2002.00) c
 DF7981  ELLIP H (09/??/03)   62.52   (m)                       GP(2002.00) c c
 DF7981
 DF7981.Superseded values are not recommended for survey control.
 DF7981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7981.See file dsdata.txt to determine how the superseded data were derived.
 DF7981
 DF7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6501084120(NAD 83)
 DF7981_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7981
 DF7981                          STATION DESCRIPTION
 DF7981
 DF7981'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7981'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7981'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7981'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7981'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7981'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4432 ***********************************************************************
 AA4432  DESIGNATION -  NGAT
 AA4432  PID         -  AA4432
 AA4432  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4432  USGS QUAD   -  
 AA4432
 AA4432                         *CURRENT SURVEY CONTROL
 AA4432  ___________________________________________________________________
 AA4432* NAD 83(1993)-  07 28 15.49864(N)    225 28 17.91454(W)     ADJUSTED  
 AA4432* LOCAL TIDAL -        57.     (meters)     187.     (feet)  GPS OBS   
 AA4432  ___________________________________________________________________
 AA4432  EPOCH DATE  -        1993.62
 AA4432  X           -  -4,435,113.227 (meters)                     COMP
 AA4432  Y           -   4,508,738.189 (meters)                     COMP
 AA4432  Z           -     823,821.008 (meters)                     COMP
 AA4432  ELLIP HEIGHT-         123.29  (meters)          (11/30/94) GPS OBS
 AA4432  GEOID HEIGHT-          66.09  (meters)                     EGM96
 AA4432
 AA4432  HORZ ORDER  -  FIRST
 AA4432  ELLP ORDER  -  FIFTH     CLASS I
 AA4432
 AA4432.The horizontal coordinates were established by GPS observations
 AA4432.and adjusted by the National Geodetic Survey in November 1994..
 AA4432.No horizontal observational check was made to the station.
 AA4432.The horizontal coordinates are valid at the epoch date displayed above.
 AA4432.The epoch date for horizontal control is a decimal equivalence
 AA4432.of Year/Month/Day.
 AA4432
 AA4432.The orthometric height was determined by GPS observations and a
 AA4432.high-resolution geoid model.
 AA4432.No vertical observational check was made to the station.
 AA4432
 AA4432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4432
 AA4432.The ellipsoidal height was determined by GPS observations
 AA4432.and is referenced to NAD 83.
 AA4432
 AA4432.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4432.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4432
 AA4432;                    North         East     Units Scale Factor Converg.
 AA4432;UTM  53      -   825,841.552   447,959.961   MT  0.99963352   -0 03 40.8
 AA4432
 AA4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4432!UTM  53      -   0.99998061  x   0.99963352  =   0.99961413
 AA4432
 AA4432                          SUPERSEDED SURVEY CONTROL
 AA4432
 AA4432.No superseded survey control is available for this station.
 AA4432
 AA4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 53NMJ4796025842(NAD 83)
 AA4432_MARKER: DD = SURVEY DISK
 AA4432_SETTING: 80 = SET IN A BOULDER
 AA4432_SP_SET: PARTIALLY EXPOSED BOULDER
 AA4432_STAMPING: NGAT 1970
 AA4432_MARK LOGO: USGS  
 AA4432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4432+STABILITY: SURFACE MOTION
 AA4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4432+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4432
 AA4432  HISTORY     - Date     Condition        Report By
 AA4432  HISTORY     - 1970     MONUMENTED       USGS
 AA4432  HISTORY     - 19930804 GOOD             NOS
 AA4432
 AA4432                          STATION DESCRIPTION
 AA4432
 AA4432'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4432'THE STATION IS LOCATED IN THE PALAU ISLANDS ON A GRASSY TOP IN
 AA4432'NGATPANG DISTRICT ON THE WEST SIDE OF BABLETHUAP ISLAND. TO REACH FROM
 AA4432'THE POST OFFICE IN KORROR, PROCEED EAST 3.7 MI (6.0 KM) CROSSING THE
 AA4432'CAUSWAY AND BRIDGE TO A ROAD INTERSECTION TO THE LEFT. TURN LEFT AND
 AA4432'GO 6.0 MI (9.7 KM) TO A ROAD INTERSECTION TO THE RIGHT. TURN RIGHT AND
 AA4432'GO 3.7 MI (6.0 KM) TO A LARGE GRASSEY AREA ON THE RIGHT SIDE OF THE
 AA4432'ROAD WHERE A TRACK ROAD TURNS RIGHT AND RUNS THROUGH THE MIDDLE OF A
 AA4432'GRASSEY AREA. THERE ARE THE REMAINS OF TWO SHACKS IN THIS GRASSEY
 AA4432'AREA.  TURN RIGHT ONTO THIS TRACK ROAD AND GO 150 FT (45.7 M) AND
 AA4432'PARK.  PACK UP THE SWALE TO THE LEFT BETWEEN THE TWO SHACKS TO THE
 AA4432'HIGHEST POINT OF THE HILL AND THE STATION. THE STATION IS A STANDARD
 AA4432'USGS DISK STAMPED -NGAT 1970- CEMENTED IN A DRILL HOLE IN A BURIED
 AA4432'BOULDER FLUSH WITH THE GROUND ON THE HIGHEST POINT ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4422 ***********************************************************************
 AA4422  DESIGNATION -  PANS
 AA4422  PID         -  AA4422
 AA4422  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4422  USGS QUAD   -  
 AA4422
 AA4422                         *CURRENT SURVEY CONTROL
 AA4422  ___________________________________________________________________
 AA4422* NAD 83(1993)-  07 27 25.00468(N)    208 09 01.90397(W)     ADJUSTED  
 AA4422* LOCAL TIDAL -       228.     (meters)     748.     (feet)  GPS OBS   
 AA4422  ___________________________________________________________________
 AA4422  EPOCH DATE  -        1993.62
 AA4422  X           -  -5,576,676.799 (meters)                     COMP
 AA4422  Y           -   2,983,991.274 (meters)                     COMP
 AA4422  Z           -     822,303.935 (meters)                     COMP
 AA4422  ELLIP HEIGHT-         285.12  (meters)          (11/30/94) GPS OBS
 AA4422  GEOID HEIGHT-          55.94  (meters)                     EGM96
 AA4422
 AA4422  HORZ ORDER  -  FIRST
 AA4422  ELLP ORDER  -  FIFTH     CLASS I
 AA4422
 AA4422.The horizontal coordinates were established by GPS observations
 AA4422.and adjusted by the National Geodetic Survey in November 1994..
 AA4422.No horizontal observational check was made to the station.
 AA4422.The horizontal coordinates are valid at the epoch date displayed above.
 AA4422.The epoch date for horizontal control is a decimal equivalence
 AA4422.of Year/Month/Day.
 AA4422
 AA4422.The orthometric height was determined by GPS observations and a
 AA4422.high-resolution geoid model.
 AA4422.No vertical observational check was made to the station.
 AA4422
 AA4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4422
 AA4422.The ellipsoidal height was determined by GPS observations
 AA4422.and is referenced to NAD 83.
 AA4422
 AA4422.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4422.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4422
 AA4422;                    North         East     Units Scale Factor Converg.
 AA4422;UTM  56      -   824,428.580   373,042.235   MT  0.99979948   -0 08 57.6
 AA4422
 AA4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4422!UTM  56      -   0.99995515  x   0.99979948  =   0.99975464
 AA4422
 AA4422                          SUPERSEDED SURVEY CONTROL
 AA4422
 AA4422.No superseded survey control is available for this station.
 AA4422
 AA4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7304224429(NAD 83)
 AA4422_MARKER: Z = SEE DESCRIPTION
 AA4422_SETTING: 0 = UNSPECIFIED SETTING
 AA4422_STAMPING: PAN 1968
 AA4422_MARK LOGO: NONE  
 AA4422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4422+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 AA4422
 AA4422  HISTORY     - Date     Condition        Report By
 AA4422  HISTORY     - 1968     MONUMENTED       TQDLM
 AA4422  HISTORY     - 19930828 GOOD             NOS
 AA4422
 AA4422                          STATION DESCRIPTION
 AA4422
 AA4422'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4422'THE STATION IS ON WONO ISLAND, CHUUK STATE, FEDERATED STATES OF
 AA4422'MICRONESIA ON THE SOUTHEAST EDGE OF THE HIGHEST TOP ABOVE THE CHUUK
 AA4422'INTERNATIONAL AIRPORT KNOWN AS MT. TONACHAW. TO REACH THE STATION FROM
 AA4422'THE U. S. AIR FORCE CAT STATION, TAKE TRAIL ALONG E SIDE OF WATER TANK
 AA4422'UP RIDGE TO TOP AND STATION.  CONTACT LOCAL LAND MANAGEMENT OFFICE FOR
 AA4422'GUIDE. THE STATION IS A MASS OF CONCRETE WITH A NAIL IN A PIPE SCRIBED
 AA4422'-PAN LM 1968-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4443 ***********************************************************************
 AA4443  DESIGNATION -  PNI A
 AA4443  PID         -  AA4443
 AA4443  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4443  USGS QUAD   -  
 AA4443
 AA4443                         *CURRENT SURVEY CONTROL
 AA4443  ___________________________________________________________________
 AA4443* NAD 83(1993)-  06 59 07.89012(N)    201 47 57.43363(W)     ADJUSTED  
 AA4443* LOCAL TIDAL -         2.     (meters)       7.     (feet)  GPS OBS   
 AA4443  ___________________________________________________________________
 AA4443  EPOCH DATE  -        1993.62
 AA4443  X           -  -5,878,418.748 (meters)                     COMP
 AA4443  Y           -   2,351,114.913 (meters)                     COMP
 AA4443  Z           -     770,551.698 (meters)                     COMP
 AA4443  ELLIP HEIGHT-          52.38  (meters)          (11/30/94) GPS OBS
 AA4443  GEOID HEIGHT-          49.04  (meters)                     EGM96
 AA4443
 AA4443  HORZ ORDER  -  FIRST
 AA4443  ELLP ORDER  -  FIFTH     CLASS I
 AA4443
 AA4443.The horizontal coordinates were established by GPS observations
 AA4443.and adjusted by the National Geodetic Survey in November 1994..
 AA4443.No horizontal observational check was made to the station.
 AA4443.The horizontal coordinates are valid at the epoch date displayed above.
 AA4443.The epoch date for horizontal control is a decimal equivalence
 AA4443.of Year/Month/Day.
 AA4443
 AA4443.The orthometric height was determined by GPS observations and a
 AA4443.high-resolution geoid model.
 AA4443.No vertical observational check was made to the station.
 AA4443
 AA4443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4443
 AA4443.The ellipsoidal height was determined by GPS observations
 AA4443.and is referenced to NAD 83.
 AA4443
 AA4443.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4443.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4443
 AA4443;                    North         East     Units Scale Factor Converg.
 AA4443;UTM  57      -   772,223.607   411,712.401   MT  0.99969647   -0 05 50.0
 AA4443
 AA4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4443!UTM  57      -   0.99999176  x   0.99969647  =   0.99968823
 AA4443
 AA4443                          SUPERSEDED SURVEY CONTROL
 AA4443
 AA4443.No superseded survey control is available for this station.
 AA4443
 AA4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 57NVH1171272224(NAD 83)
 AA4443_MARKER: M = AMMO SHELL CASING
 AA4443_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4443_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AA4443_STAMPING: PNI A 1993
 AA4443_MARK LOGO: CGS   
 AA4443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4443+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4443
 AA4443  HISTORY     - Date     Condition        Report By
 AA4443  HISTORY     - 1993     MONUMENTED       NOS
 AA4443
 AA4443                          STATION DESCRIPTION
 AA4443
 AA4443'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4443'THE STATION IS LOCATED IN POHNPEI STATE, FEDERATED STATES OF
 AA4443'MICRONESIA AT THE WEST END OF THE POHNPEI INTERNATIONAL AIRPORT ON THE
 AA4443'NORTH SIDE OF THE RUNWAY. THE STATION IS 140.4 FT (42.8 M) NORTH OF A
 AA4443'3 INCH DIAMETER SHELL CASING SEET IN CONCRETE ON THE RUNWAY
 AA4443'CENTERLINE.  IT IS 152 FT (46.3 M) SW OF A WINDSOCK, 13.5 FT (4.1 M)
 AA4443'SE OF A RUNWAY END INDENTIFIER LIGHT, AND 27.9 FET NE OF A 1.1 FT (0.3
 AA4443'M) DIAMETER METAL ELECTRICAL COVER THAT IS JUST WEST OF THE NORTHERN
 AA4443'MOST THRESHOLD LIGHT AT RUNWAY END 9. THE STATION IS A PUNCH MARK 2 CM
 AA4443'NW OF THE CENTER OF A 6 INCH DIAMETER SHELL CASING SET IN CONCRETE AND
 AA4443'STAMPED -PNI A 1993 CGS-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4444 ***********************************************************************
 AA4444  FBN         -  This is a Federal Base Network Control Station.
 AA4444  DESIGNATION -  PNI B
 AA4444  PID         -  AA4444
 AA4444  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4444  USGS QUAD   -  
 AA4444
 AA4444                         *CURRENT SURVEY CONTROL
 AA4444  ___________________________________________________________________
 AA4444* NAD 83(1993)-  06 59 07.60990(N)    201 46 57.84017(W)     ADJUSTED  
 AA4444* LOCAL TIDAL -         2.3    (meters)       8.     (feet)  GPS OBS   
 AA4444  ___________________________________________________________________
 AA4444  EPOCH DATE  -        1993.62
 AA4444  X           -  -5,879,098.743 (meters)                     COMP
 AA4444  Y           -   2,349,416.823 (meters)                     COMP
 AA4444  Z           -     770,543.152 (meters)                     COMP
 AA4444  ELLIP HEIGHT-          52.37  (meters)          (11/30/94) GPS OBS
 AA4444  GEOID HEIGHT-          48.98  (meters)                     EGM96
 AA4444
 AA4444  HORZ ORDER  -  A
 AA4444  ELLP ORDER  -  THIRD     CLASS II
 AA4444
 AA4444.The horizontal coordinates were established by GPS observations
 AA4444.and adjusted by the National Geodetic Survey in November 1994..
 AA4444.The horizontal coordinates are valid at the epoch date displayed above.
 AA4444.The epoch date for horizontal control is a decimal equivalence
 AA4444.of Year/Month/Day.
 AA4444
 AA4444.The orthometric height was determined by GPS observations and a
 AA4444.high-resolution geoid model.
 AA4444
 AA4444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4444
 AA4444.The ellipsoidal height was determined by GPS observations
 AA4444.and is referenced to NAD 83.
 AA4444
 AA4444.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4444.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4444
 AA4444;                    North         East     Units Scale Factor Converg.
 AA4444;UTM  57      -   772,211.931   413,540.991   MT  0.99969252   -0 05 42.7
 AA4444
 AA4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4444!UTM  57      -   0.99999176  x   0.99969252  =   0.99968428
 AA4444
 AA4444|---------------------------------------------------------------------|
 AA4444| PID    Reference Object                     Distance      Geod. Az  |
 AA4444|                                                           dddmmss.s |
 AA4444| AA4445 PNI C                               375.755 METERS 25738     |
 AA4444|---------------------------------------------------------------------|
 AA4444
 AA4444                          SUPERSEDED SURVEY CONTROL
 AA4444
 AA4444.No superseded survey control is available for this station.
 AA4444
 AA4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 57NVH1354172212(NAD 83)
 AA4444_MARKER: M = AMMO SHELL CASING
 AA4444_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4444_SP_SET: IRREGULAR CONCRETE MASS
 AA4444_STAMPING: PNI B
 AA4444_MARK LOGO: CGS   
 AA4444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4444+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4444
 AA4444  HISTORY     - Date     Condition        Report By
 AA4444  HISTORY     - 1993     MONUMENTED       NOS
 AA4444
 AA4444                          STATION DESCRIPTION
 AA4444
 AA4444'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4444'THE STATION IS LOCATED IN POHNPEI STATE, FEDERATED STATES OF
 AA4444'MICRONESIA, AT THE EAST END OF POHNPEI INTERNATIONAL AIRPORT, ON THE
 AA4444'NORTH SIDE OF THE RUNWAY.  IT IS 140.2 FT (42.7 M) NORTH OF A 3 INCH
 AA4444'DIAMETER SHELL CASING SET IN CONCRETE ON THE RUNWAY CENTERLINE, 103.5
 AA4444'FT (31.5 M) WEST OF THE SEAWALL AT RUNWAY END 27 AND 27 FT (8.2 M)
 AA4444'NORTHWEST OF THE NORTHEAST CORNER OF THE RUNWAY PAVEMENT. THE STATION
 AA4444'IS A PUNCH MARK 2 CM SOUTHWEST OF THE CENTER OF A 6 INCH DIAMETER
 AA4444'SHELL CASING SET IN CONCRETE AND STAMPED -PNI 1993 CGS-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4445 ***********************************************************************
 AA4445  DESIGNATION -  PNI C
 AA4445  PID         -  AA4445
 AA4445  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4445  USGS QUAD   -  
 AA4445
 AA4445                         *CURRENT SURVEY CONTROL
 AA4445  ___________________________________________________________________
 AA4445* NAD 83(1993)-  06 59 04.99049(N)    201 47 09.79812(W)     ADJUSTED  
 AA4445* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4445  ___________________________________________________________________
 AA4445  EPOCH DATE  -        1993.62
 AA4445  X           -  -5,878,971.818 (meters)                     COMP
 AA4445  Y           -   2,349,761.365 (meters)                     COMP
 AA4445  Z           -     770,463.308 (meters)                     COMP
 AA4445  ELLIP HEIGHT-          52.59  (meters)          (11/30/94) GPS OBS
 AA4445  GEOID HEIGHT-          49.00  (meters)                     EGM96
 AA4445
 AA4445  HORZ ORDER  -  FIRST
 AA4445  ELLP ORDER  -  FIFTH     CLASS I
 AA4445
 AA4445.The horizontal coordinates were established by GPS observations
 AA4445.and adjusted by the National Geodetic Survey in November 1994..
 AA4445.No horizontal observational check was made to the station.
 AA4445.The horizontal coordinates are valid at the epoch date displayed above.
 AA4445.The epoch date for horizontal control is a decimal equivalence
 AA4445.of Year/Month/Day.
 AA4445
 AA4445.The orthometric height was determined by GPS observations and a
 AA4445.high-resolution geoid model.
 AA4445.No vertical observational check was made to the station.
 AA4445
 AA4445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4445
 AA4445.The ellipsoidal height was determined by GPS observations
 AA4445.and is referenced to NAD 83.
 AA4445
 AA4445.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4445.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4445
 AA4445;                    North         East     Units Scale Factor Converg.
 AA4445;UTM  57      -   772,132.099   413,173.932   MT  0.99969330   -0 05 44.1
 AA4445
 AA4445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4445!UTM  57      -   0.99999173  x   0.99969330  =   0.99968503
 AA4445
 AA4445|---------------------------------------------------------------------|
 AA4445| PID    Reference Object                     Distance      Geod. Az  |
 AA4445|                                                           dddmmss.s |
 AA4445| AA4444 PNI B                               375.755 METERS 07738     |
 AA4445|---------------------------------------------------------------------|
 AA4445
 AA4445                          SUPERSEDED SURVEY CONTROL
 AA4445
 AA4445.No superseded survey control is available for this station.
 AA4445
 AA4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 57NVH1317472132(NAD 83)
 AA4445_MARKER: DD = SURVEY DISK
 AA4445_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4445+WITH SETTING: PAVEMENT
 AA4445_SP_SET: 6.5 FT BY 6.0 FT CONCRETE BASE
 AA4445_STAMPING: PNI C
 AA4445_MARK LOGO: NOS   
 AA4445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4445+STABILITY: SURFACE MOTION
 AA4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4445+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4445
 AA4445  HISTORY     - Date     Condition        Report By
 AA4445  HISTORY     - 1993     MONUMENTED       NOS
 AA4445
 AA4445                          STATION DESCRIPTION
 AA4445
 AA4445'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4445'THE STATION IS LOCATED IN POHNPEI STATE, FEDERATED STATES OF
 AA4445'MICRONESIA AT THE POHNPEI INTERNATIONAL AIRPORT. THE STATION IS 1200
 AA4445'FT (365.8 M) WEST OF RUNWAY END 27 ON THE SOUTH SIDE OF THE RUNWAY AT
 AA4445'THE WESTERN MOST SET OF VISUAL APPROACH SLOPE INDICATOR LIGHTS (VASI)
 AA4445'FOR RUNWAY 27.  THE STATION IS 54 FT (16.5 M) SOUTH OF THE SOUTH EDGE
 AA4445'OF THE SOUTH OF TWO VASI LIGHTS, 47.7 FT (14.5 M) SOUTHWEST OF A
 AA4445'RUNWAY LIGHT AND 20.5 FT (6.2 M) NORTHEAST OF THE VASI POWER CONTROL
 AA4445'BOX. THE STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN A 6.5
 AA4445'FT (2.0 M) BY 6.0 FT (1.8 M) CONCRETE BASE FOR SUPPORTING THE MOST
 AA4445'NORTHWESTERLY VASI LIGHT FOR RUNWAY 27 AND IS STAMPED -PNIC 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4446 ***********************************************************************
 AA4446  DESIGNATION -  STATION NO 48
 AA4446  PID         -  AA4446
 AA4446  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4446  USGS QUAD   -  
 AA4446
 AA4446                         *CURRENT SURVEY CONTROL
 AA4446  ___________________________________________________________________
 AA4446* NAD 83(1993)-  06 55 33.29917(N)    201 49 38.99313(W)     ADJUSTED  
 AA4446* LOCAL TIDAL -       150.     (meters)     492.     (feet)  GPS OBS   
 AA4446  ___________________________________________________________________
 AA4446  EPOCH DATE  -        1993.62
 AA4446  X           -  -5,878,138.360 (meters)                     COMP
 AA4446  Y           -   2,354,360.655 (meters)                     COMP
 AA4446  Z           -     764,025.922 (meters)                     COMP
 AA4446  ELLIP HEIGHT-         200.89  (meters)          (11/30/94) GPS OBS
 AA4446  GEOID HEIGHT-          49.47  (meters)                     EGM96
 AA4446
 AA4446  HORZ ORDER  -  FIRST
 AA4446  ELLP ORDER  -  FIFTH     CLASS I
 AA4446
 AA4446.The horizontal coordinates were established by GPS observations
 AA4446.and adjusted by the National Geodetic Survey in November 1994..
 AA4446.No horizontal observational check was made to the station.
 AA4446.The horizontal coordinates are valid at the epoch date displayed above.
 AA4446.The epoch date for horizontal control is a decimal equivalence
 AA4446.of Year/Month/Day.
 AA4446
 AA4446.The orthometric height was determined by GPS observations and a
 AA4446.high-resolution geoid model.
 AA4446.No vertical observational check was made to the station.
 AA4446
 AA4446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4446
 AA4446.The ellipsoidal height was determined by GPS observations
 AA4446.and is referenced to NAD 83.
 AA4446
 AA4446.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4446.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4446
 AA4446;                    North         East     Units Scale Factor Converg.
 AA4446;UTM  57      -   765,638.805   408,584.540   MT  0.99970343   -0 05 59.2
 AA4446
 AA4446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4446!UTM  57      -   0.99996840  x   0.99970343  =   0.99967184
 AA4446
 AA4446                          SUPERSEDED SURVEY CONTROL
 AA4446
 AA4446.No superseded survey control is available for this station.
 AA4446
 AA4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 57NVH0858565639(NAD 83)
 AA4446_MARKER: DD = SURVEY DISK
 AA4446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA4446_SP_SET: METAL PIPE IN CONCRETE
 AA4446_STAMPING: STA 48 1968
 AA4446_MARK LOGO: TQDLM 
 AA4446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4446+STABILITY: SURFACE MOTION
 AA4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4446+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 AA4446
 AA4446  HISTORY     - Date     Condition        Report By
 AA4446  HISTORY     - 1970     MONUMENTED       TQDLM
 AA4446  HISTORY     - 19930806 GOOD             NOS
 AA4446
 AA4446                          STATION DESCRIPTION
 AA4446
 AA4446'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4446'THE STATION IS LOCATED ON POHNPEI STATE, FEDERATED STATES OF
 AA4446'MICRONESIA ABOUT 4 MI (6.4 KM) SOUTHWEST OF KOLONIA ON THE TOP OF A
 AA4446'GRASSY KNOLL JUST NORTHWEST OF THE DOLEN STORE. TO REACH FROM THE
 AA4446'ENTRANCE ROAD OF THE VILLAGE HOTEL, DRIVE WEST ON THE MAIN PAVED ROAD
 AA4446'TO KOLONIA FOR 5.3 MI (8.5 KM) TO A PAVED ROAD LEFT.  TURN LEFT ON
 AA4446'PAVED ROAD AND PROCEED .8 MI (1.3 KM) TO A BEND RIGHT THEN .3 MI (0.5
 AA4446'KM) TO A FORK RIGHT,TAKE RIGHT FORK THEN PROCEED .5 MI (0.8 KM) TO A
 AA4446'FORK LEFT, TAKE LEFT FORK THEN PROCEED 3.2 MI (5.1 KM) TO DOLEN STORE
 AA4446'AND THE STATION RIGHT. THE TRAIL TO THE STATION BEGINS JUST WEST OF
 AA4446'DOLEN STORE AND PROCEEDS ACROSS CULTIVATED FIELD TO TRAIL HEADING
 AA4446'NORTHWEST TO STATION. THE STATION IS A TRUST TERRITORY DISK IN A 6
 AA4446'INCH DIAMETER GUN SHELL SET IN A CONCRETE POST PROJECTING .5 FT (15.2
 AA4446'CM) STAMPED -STA 48 1968-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4423 ***********************************************************************
 AA4423  DESIGNATION -  TKK A
 AA4423  PID         -  AA4423
 AA4423  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4423  USGS QUAD   -  
 AA4423
 AA4423                         *CURRENT SURVEY CONTROL
 AA4423  ___________________________________________________________________
 AA4423* NAD 83(1993)-  07 27 23.13710(N)    208 09 47.66410(W)     ADJUSTED  
 AA4423* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4423  ___________________________________________________________________
 AA4423  EPOCH DATE  -        1993.62
 AA4423  X           -  -5,575,823.919 (meters)                     COMP
 AA4423  Y           -   2,985,126.278 (meters)                     COMP
 AA4423  Z           -     822,217.754 (meters)                     COMP
 AA4423  ELLIP HEIGHT-          59.41  (meters)          (11/30/94) GPS OBS
 AA4423  GEOID HEIGHT-          55.98  (meters)                     EGM96
 AA4423
 AA4423  HORZ ORDER  -  FIRST
 AA4423  ELLP ORDER  -  FIFTH     CLASS I
 AA4423
 AA4423.The horizontal coordinates were established by GPS observations
 AA4423.and adjusted by the National Geodetic Survey in November 1994..
 AA4423.No horizontal observational check was made to the station.
 AA4423.The horizontal coordinates are valid at the epoch date displayed above.
 AA4423.The epoch date for horizontal control is a decimal equivalence
 AA4423.of Year/Month/Day.
 AA4423
 AA4423.The orthometric height was determined by GPS observations and a
 AA4423.high-resolution geoid model.
 AA4423.No vertical observational check was made to the station.
 AA4423
 AA4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4423
 AA4423.The ellipsoidal height was determined by GPS observations
 AA4423.and is referenced to NAD 83.
 AA4423
 AA4423.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4423.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4423
 AA4423;                    North         East     Units Scale Factor Converg.
 AA4423;UTM  56      -   824,374.896   371,639.256   MT  0.99980392   -0 09 03.5
 AA4423
 AA4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4423!UTM  56      -   0.99999066  x   0.99980392  =   0.99979458
 AA4423
 AA4423                          SUPERSEDED SURVEY CONTROL
 AA4423
 AA4423.No superseded survey control is available for this station.
 AA4423
 AA4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7163924375(NAD 83)
 AA4423_MARKER: DD = SURVEY DISK
 AA4423_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4423+WITH SETTING: PAVEMENT
 AA4423_SP_SET: 3 FT X 3 FT CONCRETE BASE
 AA4423_STAMPING: TKK A
 AA4423_MARK LOGO: NOS   
 AA4423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4423+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4423
 AA4423  HISTORY     - Date     Condition        Report By
 AA4423  HISTORY     - 1993     MONUMENTED       NOS
 AA4423
 AA4423                          STATION DESCRIPTION
 AA4423
 AA4423'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4423'THE STATION IS LOCATED ON WENO ISLAND, STATE OF CHUUK, FEDERATED
 AA4423'STATES OF MICRONESIA AT THE CHUUK INTERNATIONAL AIRPORT. THE STATION
 AA4423'IS NORTHWEST OF THE LANDING THRESHOLD OF RUNWAY END 4, 63.5 FT (19.4
 AA4423'M) NORTHWEST OF THE FIRST THRESHOLD LIGHT NORTHWEST OF RUNWAY 4
 AA4423'LANDING THRESHOLD.  IN THE BASE OF THE NORTHWEST RUNWAY END IDENTIFIER
 AA4423'LIGHT. THE STATION IS IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 3
 AA4423'FT (0.9 M) X 3 FT (0.9 M) CONCRETE BASE FOR A REIL LIGHT AND IS
 AA4423'STAMPED -TKK A 1993-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4424 ***********************************************************************
 AA4424  CBN         -  This is a Cooperative Base Network Control Station.
 AA4424  DESIGNATION -  TKK B
 AA4424  PID         -  AA4424
 AA4424  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4424  USGS QUAD   -  
 AA4424
 AA4424                         *CURRENT SURVEY CONTROL
 AA4424  ___________________________________________________________________
 AA4424* NAD 83(1993)-  07 28 02.49798(N)    208 09 02.56109(W)     ADJUSTED  
 AA4424* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AA4424  ___________________________________________________________________
 AA4424  EPOCH DATE  -        1993.62
 AA4424  X           -  -5,576,338.046 (meters)                     COMP
 AA4424  Y           -   2,983,832.865 (meters)                     COMP
 AA4424  Z           -     823,416.699 (meters)                     COMP
 AA4424  ELLIP HEIGHT-          59.38  (meters)          (11/30/94) GPS OBS
 AA4424  GEOID HEIGHT-          55.88  (meters)                     EGM96
 AA4424
 AA4424  HORZ ORDER  -  FIRST
 AA4424  ELLP ORDER  -  FIFTH     CLASS I
 AA4424
 AA4424.The horizontal coordinates were established by GPS observations
 AA4424.and adjusted by the National Geodetic Survey in November 1994..
 AA4424.No horizontal observational check was made to the station.
 AA4424.The horizontal coordinates are valid at the epoch date displayed above.
 AA4424.The epoch date for horizontal control is a decimal equivalence
 AA4424.of Year/Month/Day.
 AA4424
 AA4424.The orthometric height was determined by GPS observations and a
 AA4424.high-resolution geoid model.
 AA4424.No vertical observational check was made to the station.
 AA4424
 AA4424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4424
 AA4424.The ellipsoidal height was determined by GPS observations
 AA4424.and is referenced to NAD 83.
 AA4424
 AA4424.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4424.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4424
 AA4424;                    North         East     Units Scale Factor Converg.
 AA4424;UTM  56      -   825,580.203   373,025.094   MT  0.99979954   -0 08 58.4
 AA4424
 AA4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4424!UTM  56      -   0.99999066  x   0.99979954  =   0.99979020
 AA4424
 AA4424|---------------------------------------------------------------------|
 AA4424| PID    Reference Object                     Distance      Geod. Az  |
 AA4424|                                                           dddmmss.s |
 AA4424| AA4425 TKK C                               368.290 METERS 22645     |
 AA4424|---------------------------------------------------------------------|
 AA4424
 AA4424                          SUPERSEDED SURVEY CONTROL
 AA4424
 AA4424.No superseded survey control is available for this station.
 AA4424
 AA4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7302525580(NAD 83)
 AA4424_MARKER: DD = SURVEY DISK
 AA4424_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4424+WITH SETTING: PAVEMENT
 AA4424_SP_SET: 3 FT X 3 FT CONCRETE PAD
 AA4424_STAMPING: TKK B 1993
 AA4424_MARK LOGO: NOS   
 AA4424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4424+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4424
 AA4424  HISTORY     - Date     Condition        Report By
 AA4424  HISTORY     - 1993     MONUMENTED       NOS
 AA4424
 AA4424                          STATION DESCRIPTION
 AA4424
 AA4424'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4424'THE STATION IS LOCATED ON WENO ISLAND, CHUUK STATE, FEDERATED STATES
 AA4424'OF MICRONESIA AT THE CHUUK INTERNATIONAL AIRPORT. THE STATION IS
 AA4424'SOUTHEAST OF THE LANDING THRESHOLD OF RUNWAY END 22, 64.4 FT (19.6 M)
 AA4424'SOUTHEAST OF THE FIRST RUNWAY THRESHOLD LIGHT SOUTHEAST OF RUNWAY 22
 AA4424'LANDING THRESHOLD LIGHT NUMBER RT-05. THE STATION IS SET IN THE BASE
 AA4424'OF THE SE RUNWAY END IDENTIFIER LIGHT. THE STATION IS A NOS DISK
 AA4424'STAMPED -TKK B 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4425 ***********************************************************************
 AA4425  DESIGNATION -  TKK C
 AA4425  PID         -  AA4425
 AA4425  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4425  USGS QUAD   -  
 AA4425
 AA4425                         *CURRENT SURVEY CONTROL
 AA4425  ___________________________________________________________________
 AA4425* NAD 83(1993)-  07 27 54.28359(N)    208 09 11.30981(W)     ADJUSTED  
 AA4425* LOCAL TIDAL -         2.8    (meters)       9.     (feet)  GPS OBS   
 AA4425  ___________________________________________________________________
 AA4425  EPOCH DATE  -        1993.62
 AA4425  X           -  -5,576,240.533 (meters)                     COMP
 AA4425  Y           -   2,984,084.929 (meters)                     COMP
 AA4425  Z           -     823,166.509 (meters)                     COMP
 AA4425  ELLIP HEIGHT-          59.54  (meters)          (11/30/94) GPS OBS
 AA4425  GEOID HEIGHT-          55.90  (meters)                     EGM96
 AA4425
 AA4425  HORZ ORDER  -  A
 AA4425  ELLP ORDER  -  THIRD     CLASS II
 AA4425
 AA4425.The horizontal coordinates were established by GPS observations
 AA4425.and adjusted by the National Geodetic Survey in November 1994..
 AA4425.The horizontal coordinates are valid at the epoch date displayed above.
 AA4425.The epoch date for horizontal control is a decimal equivalence
 AA4425.of Year/Month/Day.
 AA4425
 AA4425.The orthometric height was determined by GPS observations and a
 AA4425.high-resolution geoid model.
 AA4425
 AA4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4425
 AA4425.The ellipsoidal height was determined by GPS observations
 AA4425.and is referenced to NAD 83.
 AA4425
 AA4425.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4425.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4425
 AA4425;                    North         East     Units Scale Factor Converg.
 AA4425;UTM  56      -   825,328.606   372,756.239   MT  0.99980038   -0 08 59.4
 AA4425
 AA4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4425!UTM  56      -   0.99999063  x   0.99980038  =   0.99979102
 AA4425
 AA4425|---------------------------------------------------------------------|
 AA4425| PID    Reference Object                     Distance      Geod. Az  |
 AA4425|                                                           dddmmss.s |
 AA4425| AA4424 TKK B                               368.290 METERS 04645     |
 AA4425|---------------------------------------------------------------------|
 AA4425
 AA4425                          SUPERSEDED SURVEY CONTROL
 AA4425
 AA4425  NAD 83(1993)-  07 27 54.28359(N)    208 09 11.30981(W) AD(1993.62) 1
 AA4425
 AA4425.Superseded values are not recommended for survey control.
 AA4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4425.See file dsdata.txt to determine how the superseded data were derived.
 AA4425
 AA4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7275625329(NAD 83)
 AA4425_MARKER: DD = SURVEY DISK
 AA4425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4425+WITH SETTING: PAVEMENT
 AA4425_SP_SET: 3 FT X 3 FT CONCRETE PAD
 AA4425_STAMPING: TKK C 1993
 AA4425_MARK LOGO: NOS   
 AA4425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4425+STABILITY: SURFACE MOTION
 AA4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4425+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4425
 AA4425  HISTORY     - Date     Condition        Report By
 AA4425  HISTORY     - 1993     MONUMENTED       NOS
 AA4425
 AA4425                          STATION DESCRIPTION
 AA4425
 AA4425'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4425'THE STATION IS LOCATED ON WENO ISLAND, CHUUK STATE, FEDERATED STATES
 AA4425'OF MICRONESIA AT THE CHUUK INTERNATIONAL AIRPORT. THE STATION IS
 AA4425'BETWEEN THE TWO VISIUAL APPROACH INDICATOR LIGHTS (VASI) AT THE
 AA4425'SOUTHWEST SET OF VASI LIGHTS FOR RUNWAY 22.  THE STATION IS 65 FT
 AA4425'(19.8 M) SOUTHEAST OF RUNWAY LIGHT 47, 50 FT (15.2 M) NORTHEAST OF AN
 AA4425'ORANGE ELICTRICAL BOX FOR THE VASI LIGHTS, AND 7.2 FT (2.2 M)
 AA4425'NORTHWEST OF THE POWER CONTROL BOX. THE STATION IS SET IN A DRILL HOLE
 AA4425'IN THE NORTH CORNER OF A 3 FT (0.9 M) BY 3 FT (0.9 M) CONCRETE PAD
 AA4425'BETWEEN TWO VASI LIGHTS AND IS STAMPED -TKK C 1993-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4439 ***********************************************************************
 AA4439  DESIGNATION -  TTK A
 AA4439  PID         -  AA4439
 AA4439  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4439  USGS QUAD   -  
 AA4439
 AA4439                         *CURRENT SURVEY CONTROL
 AA4439  ___________________________________________________________________
 AA4439* NAD 83(1993)-  05 21 10.01462(N)    197 02 53.81442(W)     ADJUSTED  
 AA4439* LOCAL TIDAL -         4.     (meters)      13.     (feet)  GPS OBS   
 AA4439  ___________________________________________________________________
 AA4439  EPOCH DATE  -        1993.62
 AA4439  X           -  -6,071,497.046 (meters)                     COMP
 AA4439  Y           -   1,861,838.905 (meters)                     COMP
 AA4439  Z           -     591,040.767 (meters)                     COMP
 AA4439  ELLIP HEIGHT-          44.87  (meters)          (11/30/94) GPS OBS
 AA4439  GEOID HEIGHT-          39.97  (meters)                     EGM96
 AA4439
 AA4439  HORZ ORDER  -  FIRST
 AA4439  ELLP ORDER  -  FIFTH     CLASS I
 AA4439
 AA4439.The horizontal coordinates were established by GPS observations
 AA4439.and adjusted by the National Geodetic Survey in November 1994..
 AA4439.No horizontal observational check was made to the station.
 AA4439.The horizontal coordinates are valid at the epoch date displayed above.
 AA4439.The epoch date for horizontal control is a decimal equivalence
 AA4439.of Year/Month/Day.
 AA4439
 AA4439.The orthometric height was determined by GPS observations and a
 AA4439.high-resolution geoid model.
 AA4439.No vertical observational check was made to the station.
 AA4439
 AA4439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4439
 AA4439.The ellipsoidal height was determined by GPS observations
 AA4439.and is referenced to NAD 83.
 AA4439
 AA4439.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4439.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4439
 AA4439;                    North         East     Units Scale Factor Converg.
 AA4439;UTM  58      -   592,039.091   273,017.007   MT  1.00023776   -0 11 28.2
 AA4439
 AA4439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4439!UTM  58      -   0.99999294  x   1.00023776  =   1.00023070
 AA4439
 AA4439:                Primary Azimuth Mark                     Grid Az
 AA4439:UTM  58      -  TTK B                                    070 03 44.1
 AA4439
 AA4439|---------------------------------------------------------------------|
 AA4439| PID    Reference Object                     Distance      Geod. Az  |
 AA4439|                                                           dddmmss.s |
 AA4439| AA4440 TTK B                               458.871 METERS 0695215.9 |
 AA4439|---------------------------------------------------------------------|
 AA4439
 AA4439                          SUPERSEDED SURVEY CONTROL
 AA4439
 AA4439.No superseded survey control is available for this station.
 AA4439
 AA4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 58NBL7301792039(NAD 83)
 AA4439_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4439_SETTING: 0 = UNSPECIFIED SETTING
 AA4439_SP_SET: CONCRETE ELECTRICAL VAULT
 AA4439_STAMPING: TTK A 1993
 AA4439_MARK LOGO: NGS   
 AA4439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4439+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4439
 AA4439  HISTORY     - Date     Condition        Report By
 AA4439  HISTORY     - 1993     MONUMENTED       NOS
 AA4439  HISTORY     - 19950215 GOOD             NGS
 AA4439
 AA4439                          STATION DESCRIPTION
 AA4439
 AA4439'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4439'THE STATION IS LOCATED IN KOSRAE STATE, FEDERATED STATES OF MICRONESIA
 AA4439'AT THE KOSRAE AIRPORT, JUST NNW OF RUNWAY END 5.  IT IS 45 FT (13.7 M)
 AA4439'SE OF THE CENTER OF THE NW RUNWAY END IDENTIFIER LIGHT, 19.5 FT (5.9
 AA4439'M) EAST OF THE MOST NORTHWESTERLY THRESHOLD LIGHT AT RUNWAY END 5, AND
 AA4439'30.4 FT (9.3 M) NE OF THE FIRST RUNWAY THRESHOLD LIGHT NW OF RUNWAY
 AA4439'END 5. THE STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE IN A 5
 AA4439'FT (1.5 M) BY 5 FT (1.5 M) CONCRETE ELECTRICAL VAULT AND STAMPED -TTK
 AA4439'A 1993-.
 AA4439
 AA4439                          STATION RECOVERY (1995)
 AA4439
 AA4439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA4439'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT NEAR RWY END 5.
 AA4439'IT IS 110.0 FT (33.5 M) NORTH OF CL END RWY 5 (MARKED WITH A PK N AND
 AA4439'W), 45.0 FT (13.7 M) SOUTHEAST OF THE NORTH REIL AND 19.5 FT (5.9 M)
 AA4439'EAST OF THE NORTHERLY THRESHOLD LIGHT.  IT IS AN NOS DISK STAMPED TTK
 AA4439'A 1993 AND SET IN A DRILLHOLE IN THE NORTHWEST CORNER OF 5X5 FT
 AA4439'CONCRETE ELECTRICAL MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4441 ***********************************************************************
 AA4441  DESIGNATION -  TTK C
 AA4441  PID         -  AA4441
 AA4441  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4441  USGS QUAD   -  
 AA4441
 AA4441                         *CURRENT SURVEY CONTROL
 AA4441  ___________________________________________________________________
 AA4441* NAD 83(1993)-  05 21 40.19934(N)    197 02 05.82503(W)     ADJUSTED  
 AA4441* LOCAL TIDAL -         4.     (meters)      13.     (feet)  GPS OBS   
 AA4441  ___________________________________________________________________
 AA4441  EPOCH DATE  -        1993.62
 AA4441  X           -  -6,071,847.412 (meters)                     COMP
 AA4441  Y           -   1,860,400.944 (meters)                     COMP
 AA4441  Z           -     591,963.944 (meters)                     COMP
 AA4441  ELLIP HEIGHT-          45.00  (meters)          (11/30/94) GPS OBS
 AA4441  GEOID HEIGHT-          39.89  (meters)                     EGM96
 AA4441
 AA4441  HORZ ORDER  -  FIRST
 AA4441  ELLP ORDER  -  FIFTH     CLASS I
 AA4441
 AA4441.The horizontal coordinates were established by GPS observations
 AA4441.and adjusted by the National Geodetic Survey in November 1994..
 AA4441.No horizontal observational check was made to the station.
 AA4441.The horizontal coordinates are valid at the epoch date displayed above.
 AA4441.The epoch date for horizontal control is a decimal equivalence
 AA4441.of Year/Month/Day.
 AA4441
 AA4441.The orthometric height was determined by GPS observations and a
 AA4441.high-resolution geoid model.
 AA4441.No vertical observational check was made to the station.
 AA4441
 AA4441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4441
 AA4441.The ellipsoidal height was determined by GPS observations
 AA4441.and is referenced to NAD 83.
 AA4441
 AA4441.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4441.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4441
 AA4441;                    North         East     Units Scale Factor Converg.
 AA4441;UTM  58      -   592,961.592   274,497.924   MT  1.00022946   -0 11 24.8
 AA4441
 AA4441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4441!UTM  58      -   0.99999292  x   1.00022946  =   1.00022238
 AA4441
 AA4441                          SUPERSEDED SURVEY CONTROL
 AA4441
 AA4441.No superseded survey control is available for this station.
 AA4441
 AA4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 58NBL7449892962(NAD 83)
 AA4441_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4441_SETTING: 0 = UNSPECIFIED SETTING
 AA4441_SP_SET: CONCRETE ELECTRICAL VAULT
 AA4441_STAMPING: TTK C 1993
 AA4441_MARK LOGO: NGS   
 AA4441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4441+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4441
 AA4441  HISTORY     - Date     Condition        Report By
 AA4441  HISTORY     - 1993     MONUMENTED       NOS
 AA4441  HISTORY     - 19950215 GOOD             NGS
 AA4441
 AA4441                          STATION DESCRIPTION
 AA4441
 AA4441'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4441'THE STATION IS LOCATED IN KOSRAE STATE, FEDERATED STATES OF
 AA4441'MICRONESIA, AT THE KOSRAE AIRPORT, JUST SOUTHWEST OF RUNWAY END 23.
 AA4441'THE STATION IS 46 FT (14.0 M) WNW OF THE SOUTHEAST RUNWAY END
 AA4441'IDENTIFIER LIGHT AT RUNWAY END 23, 31.7 FT (9.7 M) SOUTH OF THE FIRST
 AA4441'THRESHOLD LIGHT SOUTH OF RUNWAY END 23, AND 21.1 FT (6.4 M) SW OF THE
 AA4441'MOST SOUTHEASTERLY THRESHOLD LIGHT AT RUNWAY END 23. THE STATION IS A
 AA4441'STANDARD NOS DISK SET IN A DRILL HOLE ON THE SW SIDE OF A 5 FT (1.5 M)
 AA4441'BY 5 FT (1.5 M) CONCRETE ELECTRICAL VAULT AND STAMPED -TTK C 1993-.
 AA4441
 AA4441                          STATION RECOVERY (1995)
 AA4441
 AA4441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA4441'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT NEAR RWY END
 AA4441'23.  IT IS 109.9 FT (33.5 M) SOUTH CL END RWY 23 (MARKED WITH A PK
 AA4441'N/W), 46.0 FT (14.0 M) WEST OF THE SOUTH REIL, AND 21.3 FT (6.5 M)
 AA4441'WEST OF THE SOUTHERLY THRESHOLD LIGHT.  IT IS AN NOS DISK STAMPED TTK
 AA4441'C 1993 AND SET IN A DRILLHOLE IN THE SOUTHWEST CORNER OF A 5X5 FT
 AA4441'CONCRETE ELECTRICAL MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4456 ***********************************************************************
 AA4456  DESIGNATION -  TTS3
 AA4456  PID         -  AA4456
 AA4456  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4456  USGS QUAD   -  
 AA4456
 AA4456                         *CURRENT SURVEY CONTROL
 AA4456  ___________________________________________________________________
 AA4456* NAD 83(1993)-  09 29 06.24064(N)    221 55 32.06097(W)     ADJUSTED  
 AA4456* LOCAL TIDAL -        16.     (meters)      52.     (feet)  GPS OBS   
 AA4456  ___________________________________________________________________
 AA4456  EPOCH DATE  -        1993.62
 AA4456  X           -  -4,681,024.113 (meters)                     COMP
 AA4456  Y           -   4,203,815.456 (meters)                     COMP
 AA4456  Z           -   1,044,127.921 (meters)                     COMP
 AA4456  ELLIP HEIGHT-          76.04  (meters)          (11/30/94) GPS OBS
 AA4456  GEOID HEIGHT-          60.09  (meters)                     EGM96
 AA4456
 AA4456  HORZ ORDER  -  FIRST
 AA4456  ELLP ORDER  -  FIFTH     CLASS I
 AA4456
 AA4456.The horizontal coordinates were established by GPS observations
 AA4456.and adjusted by the National Geodetic Survey in November 1994..
 AA4456.No horizontal observational check was made to the station.
 AA4456.The horizontal coordinates are valid at the epoch date displayed above.
 AA4456.The epoch date for horizontal control is a decimal equivalence
 AA4456.of Year/Month/Day.
 AA4456
 AA4456.The orthometric height was determined by GPS observations and a
 AA4456.high-resolution geoid model.
 AA4456.No vertical observational check was made to the station.
 AA4456
 AA4456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4456
 AA4456.The ellipsoidal height was determined by GPS observations
 AA4456.and is referenced to NAD 83.
 AA4456
 AA4456.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4456.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4456
 AA4456;                    North         East     Units Scale Factor Converg.
 AA4456;UTM  54      - 1,049,832.985   178,745.543   MT  1.00087734   -0 28 57.1
 AA4456;UTM  53      - 1,049,974.279   837,614.677   MT  1.00101079   +0 30 25.6
 AA4456
 AA4456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4456!UTM  54      -   0.99998804  x   1.00087734  =   1.00086537
 AA4456!UTM  53      -   0.99998804  x   1.00101079  =   1.00099882
 AA4456
 AA4456                          SUPERSEDED SURVEY CONTROL
 AA4456
 AA4456.No superseded survey control is available for this station.
 AA4456
 AA4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR7874649833(NAD 83)
 AA4456_MARKER: DD = SURVEY DISK
 AA4456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4456_SP_SET: CONCRETE POST
 AA4456_STAMPING: TTS 3 1965 A. M. S.
 AA4456_MARK LOGO: USE   
 AA4456_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4456+STABILITY: SURFACE MOTION
 AA4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4456+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4456
 AA4456  HISTORY     - Date     Condition        Report By
 AA4456  HISTORY     - 1965     MONUMENTED       DOD
 AA4456  HISTORY     - 19930824 GOOD             NOS
 AA4456
 AA4456                          STATION DESCRIPTION
 AA4456
 AA4456'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4456'THE STATION IS LOCATED ON THE ISLAND OF YAP, FEDERATED STATES OF
 AA4456'MICRONESIA 5.0 MI (8.0 KM) FROM THE VILLAGE OF COLONIA ON THE OLD
 AA4456'AIRPORT. TO REACH THE STATION FROM THE VILLAGE OF COLONIA, PROCEED WSW
 AA4456'3.1 MI (5.0 KM) TOWARD THE AIRPORT.  AT THIS POINT THERE IS A RIGHT
 AA4456'TURN INTO THE PRESENT AIRPORT.  THE PAVEMENT ENDS HERE, CONTINUE
 AA4456'STRAIGHT ON THE GRAVEL ROAD FOR 1.0 MI (1.6 KM) TO A GRAVEL ROAD LEFT.
 AA4456'TURN LEFT AND PROCEED 1.0 MI (1.6 KM) TO THE OLD AIRPORT RUNWAY.  TURN
 AA4456'RIGHT ON OLD RUNWAY AND PROCEED WEST TO THE WEST END OF THE RUNWAY.
 AA4456'TURN AROUND AND PROCEED NNE ALONG S EDGE OF RUNWAY FOR 492 FT (150.0
 AA4456'M) TURN RIGHT AND PROCEED S FOR 197 FT (60.0 M) AND THE STATION. THE
 AA4456'STATION IS A U. S. ARMY CORPS OF ENGINEERS DISK STAMPED TTS-3 1965 SET
 AA4456'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4426 ***********************************************************************
 AA4426  DESIGNATION -  XAVIER 1
 AA4426  PID         -  AA4426
 AA4426  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4426  USGS QUAD   -  
 AA4426
 AA4426                         *CURRENT SURVEY CONTROL
 AA4426  ___________________________________________________________________
 AA4426* NAD 83(1993)-  07 26 49.31103(N)    208 06 45.84093(W)     ADJUSTED  
 AA4426* LOCAL TIDAL -        54.     (meters)     177.     (feet)  GPS OBS   
 AA4426  ___________________________________________________________________
 AA4426  EPOCH DATE  -        1993.62
 AA4426  X           -  -5,578,616.870 (meters)                     COMP
 AA4426  Y           -   2,980,297.474 (meters)                     COMP
 AA4426  Z           -     821,194.021 (meters)                     COMP
 AA4426  ELLIP HEIGHT-         110.69  (meters)          (11/30/94) GPS OBS
 AA4426  GEOID HEIGHT-          55.87  (meters)                     EGM96
 AA4426
 AA4426  HORZ ORDER  -  FIRST
 AA4426  ELLP ORDER  -  FIFTH     CLASS I
 AA4426
 AA4426.The horizontal coordinates were established by GPS observations
 AA4426.and adjusted by the National Geodetic Survey in November 1994..
 AA4426.No horizontal observational check was made to the station.
 AA4426.The horizontal coordinates are valid at the epoch date displayed above.
 AA4426.The epoch date for horizontal control is a decimal equivalence
 AA4426.of Year/Month/Day.
 AA4426
 AA4426.The orthometric height was determined by GPS observations and a
 AA4426.high-resolution geoid model.
 AA4426.No vertical observational check was made to the station.
 AA4426
 AA4426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4426
 AA4426.The ellipsoidal height was determined by GPS observations
 AA4426.and is referenced to NAD 83.
 AA4426
 AA4426.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4426.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4426
 AA4426;                    North         East     Units Scale Factor Converg.
 AA4426;UTM  56      -   823,321.606   377,210.600   MT  0.99978660   -0 08 39.3
 AA4426
 AA4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4426!UTM  56      -   0.99998259  x   0.99978660  =   0.99976919
 AA4426
 AA4426                          SUPERSEDED SURVEY CONTROL
 AA4426
 AA4426.No superseded survey control is available for this station.
 AA4426
 AA4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 56NLP7721123322(NAD 83)
 AA4426_MARKER: DD = SURVEY DISK
 AA4426_SETTING: 0 = UNSPECIFIED SETTING
 AA4426_SP_SET: UNSPECIFIED
 AA4426_STAMPING: XAVIER 1 1990
 AA4426_MARK LOGO: LDGO  
 AA4426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4426+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 AA4426
 AA4426  HISTORY     - Date     Condition        Report By
 AA4426  HISTORY     - 1990     MONUMENTED       LDGO
 AA4426  HISTORY     - 19930828 GOOD             NOS
 AA4426
 AA4426                          STATION DESCRIPTION
 AA4426
 AA4426'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4426'THE STATION IS AT THE XAVIER HIGH SCHOOL ON THE ISLAND OF WONO, CHUUK
 AA4426'STATE, FEDERATED STATES OF MICRONESIA. TO REACH THE STATION FOM THE
 AA4426'CHUUK INTERNATIONAL AIRPORT TAKE THE MAIN ROAD TO THE NORTHEAST FOR 5
 AA4426'MI (8.0 KM) TO THE END OF THE PAVEMENT AND ONE LANE ROAD TO THE RIGHT.
 AA4426'TURN RIGHT AND FOLLOW THE ONE LANE ROAD TO A Y-INTERSECTION.  TURN
 AA4426'RIGHT AND UPHILL AND CONTINUE TO THE SCHOOL. THE STATION IS AT THE
 AA4426'EDGE OF A GRASSY FIELD BEHIND THE GYMNASIUM AND NEAR THE NORTHEAST
 AA4426'CORNER OF THE BOYS DORM.  CHECK WITH THE SCHOOL HEAD MASTER BEFORE
 AA4426'GOING ON PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4455 ***********************************************************************
 AA4455  DESIGNATION -  YMN 3
 AA4455  PID         -  AA4455
 AA4455  COUNTRY     -  TRUST TERRITORY OF THE PACIFIC ISLANDS
 AA4455  USGS QUAD   -  
 AA4455
 AA4455                         *CURRENT SURVEY CONTROL
 AA4455  ___________________________________________________________________
 AA4455* NAD 83(1993)-  09 29 55.94118(N)    221 54 53.43857(W)     ADJUSTED  
 AA4455* LOCAL TIDAL -        31.     (meters)     102.     (feet)  GPS OBS   
 AA4455  ___________________________________________________________________
 AA4455  EPOCH DATE  -        1993.62
 AA4455  X           -  -4,681,635.084 (meters)                     COMP
 AA4455  Y           -   4,202,780.791 (meters)                     COMP
 AA4455  Z           -   1,045,636.544 (meters)                     COMP
 AA4455  ELLIP HEIGHT-          91.42  (meters)          (11/30/94) GPS OBS
 AA4455  GEOID HEIGHT-          60.05  (meters)                     EGM96
 AA4455
 AA4455  HORZ ORDER  -  FIRST
 AA4455  ELLP ORDER  -  FIFTH     CLASS I
 AA4455
 AA4455.The horizontal coordinates were established by GPS observations
 AA4455.and adjusted by the National Geodetic Survey in November 1994..
 AA4455.No horizontal observational check was made to the station.
 AA4455.The horizontal coordinates are valid at the epoch date displayed above.
 AA4455.The epoch date for horizontal control is a decimal equivalence
 AA4455.of Year/Month/Day.
 AA4455
 AA4455.The orthometric height was determined by GPS observations and a
 AA4455.high-resolution geoid model.
 AA4455.No vertical observational check was made to the station.
 AA4455
 AA4455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4455
 AA4455.The ellipsoidal height was determined by GPS observations
 AA4455.and is referenced to NAD 83.
 AA4455
 AA4455.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4455.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4455
 AA4455;                    North         East     Units Scale Factor Converg.
 AA4455;UTM  54      - 1,051,351.318   179,937.427   MT  1.00086788   -0 28 53.2
 AA4455
 AA4455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4455!UTM  54      -   0.99998562  x   1.00086788  =   1.00085349
 AA4455
 AA4455                          SUPERSEDED SURVEY CONTROL
 AA4455
 AA4455.No superseded survey control is available for this station.
 AA4455
 AA4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 54PSR7993751351(NAD 83)
 AA4455_MARKER: DD = SURVEY DISK
 AA4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4455_SP_SET: CONCRETE POST
 AA4455_STAMPING: MN-3
 AA4455_MARK LOGO: TQDLM 
 AA4455_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4455+STABILITY: SURFACE MOTION
 AA4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4455+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4455
 AA4455  HISTORY     - Date     Condition        Report By
 AA4455  HISTORY     - UNK      MONUMENTED       YAP
 AA4455  HISTORY     - 19930824 GOOD             NOS
 AA4455
 AA4455                          STATION DESCRIPTION
 AA4455
 AA4455'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4455'THE STATION IS LOCATED ON YAP AIRPORT ON THE ISLAND OF YAP, YAP STATE,
 AA4455'FEDERATED STATES OF MICRONESIA. TO REACH THE STATION FROM THE TERMINAL
 AA4455'BUILDING OF THE AIRPORT, PROCEED ON THE JET PAD THROUGH THE GATE TO
 AA4455'THE LEFT SIDE OF THE TERMINAL. THE STATION IS LOCATED ON THE HIGH
 AA4455'PORTION OF GROUND TO THE LEFT SIDE OF THE TAXIWAY JUST BEFORE YOU
 AA4455'REACH THE RUNWAY, ABOUT 300 FT (91.4 M) FROM THE TERMINAL BUILDING.
 AA4455'THE STATION IS ON THE HIGHEST PORTION OF LAND THAT COMES TO A POINT AT
 AA4455'THE JUNCTION OF THE RUNWAY AND TAXIWAY. THE STATION IS A STANDARD LAND
 AA4455'MANAGEMENT DISK STAMPED -MN-3-.

 *** retrieval complete.
